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HomeMy WebLinkAbout2024-02-13 ARC Regular Meeting Agenda PacketCity of Palm Desert Page 1 ARCHITECTURAL REVIEW COMMISSION CITY OF PALM DESERT, CALIFORNIA AGENDA (HYBRID MEETING) City Hall, Development Services Conference Room 73-510 Fred Waring Drive Palm Desert, CA 92260 Pursuant to Assembly Bill 2449, this meeting may be conducted as a hybrid meeting allowing public access via teleconference or in person. •To participate via Zoom, use the following link: https://palmdesert.zoom.us/j/83648797515, Zoom Webinar ID: 836 4879 7515 . •To participate by telephone call (213) 338-84 77 or (669) 219-2599, Zoom Webinar ID: 836 4879 7515. To provide a public comment please press *9 to raise your hand . •Written public comment may also be submitted to planning@palmdesert.gov. Emails received by 9:30 a.m. prior to the meeting will be distributed to the Commission. Any correspondence received during or after the meeting will be distributed to the Commission as soon as practicable and retained for the official record. Emails will not be read aloud except as an ADA accommodation. 1.CALL TO ORDER 2.ROLL CALL 3.NON-AGENDA PUBLIC COMMENT: This time has been set aside for the public to address the Architectural Review Commission on issues that are not on the agenda for up to three minutes. Because the Brown Act does not allow the Commission to act on items not listed on the agenda, members may briefly respond or refer the matter to staff for a report and recommendation at a future meeting. 4.CONSENT CALENDAR: All matters listed on the Consent Calendar are considered routine and may be approved by one motion. The public may comment on any items on the Consent Calendar within the three-minute time limit. Individual items may be removed by Commissioners for a separate discussion. A.APPROVAL OF MINUTES RECOMMENDATION: Approve the Architectural Review Commission Regular Meeting minutes of January 23, 2024. Tuesday February 13, 2024 12:30 p.m. Regular Meeting Page 1 of 241 Architectural Review Commission Agenda February 13, 2024 City of Palm Desert Page 2 CONSENT ITEMS HELD OVER: Items removed from the Consent Calendar for separate discussion will be considered at this time. 5.ACTION CALENDAR A.FINAL DRAWINGS 1.CASE NO: Design Review (DR) 23-0021 (Continued from January 23, 2024) NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a Design Review to develop a 4-story, 128-key, 67,568 square foot Towne Place Suites by Marriott hotel development located on a 2.87-acre vacant parcel east of Monterey Avenue, south of Interstate 10 Freeway, and north of Dinah Shore Drive, within the Monterey Crossings Specific Plan (Assessor’s Parcel Number 685-020-021). APPLICANT AND ADDRESS: AO Architects, Orange, CA 92866 LOCATION: Vacant 2.87-acre parcel east of Monterey Avenue, south of Interstate 10 Freeway, and north of Dinah Shore Drive, within the Monterey Crossings Specific Plan (Assessor’s Parcel Number 685-020-021). ZONE: Planned Commercial - 3 (PC-3) & Freeway Commercial Overlay Zone (FCOZ) RECOMMENDATION: 1.The ARC determines that the requirements of the findings have been met based on the analysis and approves the Design Review. 2.CASE NO: MISC23-0042 NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a Design Review for a façade modification to an existing Buffalo Wild Wings restaurant located at 72920 Highway 111. APPLICANT AND ADDRESS: Marlon Gonzales, Torrance, CA 90503 LOCATION: 72920 Highway 111 ZONE: Regional Commercial Center (P.C.-3) RECOMMENDATION: 1.The ARC approves the request for Design Review approval, determining the requirements of the findings have been met. 3.CASE NO: MISC 23-0037 Amendment No. 2 NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a Design Review to modify the approved architecture associated with a Precise Plan, Conditional Use Permit, and Environmental Assessment to develop a 69-unit residential development located on 30 acres within Palm Desert Country Club. APPLICANT AND ADDRESS: Villas PD, LLC, Palm Desert, CA 92211 Page 2 of 241 Architectural Review Commission Agenda February 13, 2024 City of Palm Desert Page 3 LOCATION: Palm Desert County Club (Approximately 30 acres within the former Palm Desert Country Club Executive Course APNs 637-190-021, -027, -040). ZONE: Mixed Residential (R-2) RECOMMENDATION: The ARC determines that the requirements of the findings have been met based on the analysis and approves the Design Review with the following condition: 1. No changes to the site plan are approved by this action. 4. CASE NO: SARC24-0002 NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a Sign Program for a new multitenant commercial building located at 72310 Highway 111 APPLICANT AND ADDRESS: Western Sign & Awning, San Marcos, CA 92078 LOCATION: 72310 Highway 111 ZONE: Regional Commercial Center (P.C.-3) RECOMMENDATION: 1. The ARC approves the request for a comprehensive sign program approval, determining the requirements of the findings have been met. 5. CASE NO: Landscape (LS) 24-0003 NATURE OF PROJECT/APPROVAL SOUGHT: Consideration of a Design Review for an amendment to the approved landscape plan for the Montage residential tract (TR 37993) located at the northwest corner of Portola Avenue and Julie Lane. Changes include reduction in quantities of trees in common area landscapes and the reconfiguration and modification of tree species along the project frontage on Julie Lane. APPLICANT AND ADDRESS: GHA Montage PD, LLC, Cathedral City 92234 LOCATION: Northwest corner of Portola Avenue and Julie Drive ZONE: Planned Residential, 20 dwelling units per acre (PR-20) RECOMMENDATION: The ARC determines that the requirements of the findings have been met based on the analysis and approves the Design Review with the following condition: 1. The landscaping along the perimeter streets, Portola Avenue, Julie Lane, and Shepherd Lane at the north edge of the tract be revised to substantially match with the originally approved plan presented to the City Council in terms of tree placement and quantities. Page 3 of 241 Architectural Review Commission Agenda February 13, 2024 City of Palm Desert Page 4 6. NON-ACTION ITEMS None 7. INFORMATIONAL REPORTS & COMMENTS A. ARCHITECTURAL REVIEW COMMISSIONERS B. CITY STAFF C. ATTENDANCE REPORT 8. ADJOURNMENT: The next Regular Meeting will be held on February 27, 2024, at 12:30 p.m. Page 4 of 241 Architectural Review Commission Agenda February 13, 2024 City of Palm Desert Page 5 AFFIDAVIT OF POSTING I hereby certify under penalty of perjury under the laws of the State of California that the foregoing agenda for the Architectural Review Commission was posted on the City Hall bulletin board and City website not less than 72 hours prior to the meeting. Melinda Gonzalez Recording Secretary PUBLIC NOTICES Agenda Related Materials: Pursuant to Government Code §54957.5(b)(2) the designated office for inspection of records in connection with this meeting is the Development Services Department, City Hall, 73-510 Fred Waring Drive, Palm Desert. Staff reports for all agenda items and documents provided to a majority of the legislative bodies are available for public inspection at City Hall and on the City’s website at www.palmdesert.gov. Americans with Disabilities Act: It is the intention of the City of Palm Desert to comply with the Americans with Disabilities Act (ADA) in all respects. If, as an attendee or a participant at this meeting, or in meetings on a regular basis, you will need special assistance beyond what is normally provided, the city will attempt to accommodate you in every reasonable manner. Please contact the Office of the City Clerk, (760) 346 -0611, at least 48 hours prior to the meeting to inform us of your needs and to determine if accommodation is feasible. Page 5 of 241 City of Palm Desert Page 1 ALL ACTIONS ARE DRAFT, PENDING APPROVAL OF THE MINUTES ARCHITECTURAL REVIEW COMMISSION CITY OF PALM DESERT, CALIFORNIA MINUTES (HYBRID MEETING) Pursuant to Assembly Bill 2449, this meeting may be conducted as a hybrid meeting allowing public access via teleconference or in person. 1. CALL TO ORDER A Regular Meeting of the Architectural Review Commission (ARC) was called to order by Chair Vuksic on Tuesday, January 23, 2024, at 12:30p.m. in the Development Services Conference Room, City Hall, located at 73510 Fred Waring Drive, Palm Desert, California. 2. ROLL CALL Present: Commissioners, Dean Wallace Colvard, Nicholas Latkovic, Michael McAuliffe, Vice Chair Jim McIntosh, Francisco Sanchez, and Chair John Vuksic. Absent: Commissioner James Edward Blakeley. City Staff Present: Richard Cannone, Development Services Director, Nick Melloni, Principal Planner; Carlos Flores, Senior Planner; and Melinda Gonzalez, Recording Secretary, were present at Roll Call. 3. NON-AGENDA PUBLIC COMMENT Chair Vuksic opened and closed the non-agenda public comment period. No public comments were provided. 4. CONSENT CALENDAR Associated documentation and video on the following item can be viewed on the Architectural Review Commission Information webpage at, https://www.palmdesert.gov/our- city/committees-and -commissions/commission-information. Chair Vuksic opened and closed the public comment period for the Consent Calendar. No public comments were provided. MOTION BY COMMISSIONER COLVARD, SECOND BY COMMISSIONER MCAULIFFE, CARRIED 6-0 (COMMISSIONER BLAKELEY ABSENT), to approve the Consent Calendar. Tuesday January 23, 2024 12:30 p.m. Regular Meeting Page 6 of 241 Architectural Review Commission Minutes January 23, 2024 City of Palm Desert Page 2 ALL ACTIONS ARE DRAFT, PENDING APPROVAL OF THE MINUTES A. APPROVAL OF MINUTES MOTION BY COMMISSIONER COLVARD, SECOND BY COMMISSIONER MCAULIFFE, CARRIED 6-0 (COMMISSIONER BLAKELEY ABSENT), to approve the Architectural Review Commission Regular Meeting minutes of January 9, 2024. CONSENT ITEMS HELD OVER: Items removed from the Consent Calendar for separate discussion will be considered at this time. None 5. ACTION CALENDAR A. FINAL DRAWINGS 1. CASE NO: DR 23-0021 NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a Design Review to develop a 4-story, 128-key, 67,568 square foot Towne Place Suites by Marriott hotel development located on a 2.87-acre vacant parcel east of Monterey Avenue, south of Interstate 10 Freeway, and north of Dinah Shore Drive, within the Monterey Crossings Specific Plan (Assessor’s Parcel Number 685-020- 021). APPLICANT AND ADDRESS: AO Architects, Orange, CA 92866 LOCATION: Vacant 2.87-acre parcel east of Monterey Avenue, south of Interstate 10 Freeway, and north of Dinah Shore Drive, within the Monterey Crossings Specific Plan (Assessor’s Parcel Number 685-020-021). ZONE: Planned Commercial - 3 (PC-3) & Freeway Commercial Overlay Zone (FCOZ) Senior Planner, Carlos Flores, narrated a PowerPoint presentation on the item and responded to Commission inquiries. Tom Bergeron with AO Architects, Applicant, Vasanti Okuma with Fountainhead Development, Developer, and Robert Curley, Landscape Architect were present. Chair Vuksic opened the public comment period and invited the applicant to speak. Tom Bergeron with AO Architects, Applicant, Vasanti Okuma with Fountainhead Development, Developer, and Robert Curley, Landscape Architect introduced themselves and answered questions from the Commission. With no other members of the public wishing to comment, Chair Vuksic closed the public comment period. Discussion on the item ensued with Commissioners providing comments for the project. Following discussion, MOTION BY CHAIR VUKSIC, SECOND BY COMMISSIONER LATKOVIC, CARRIED 6-0 (COMMISSIONER BLAKELEY ABSENT); to continue Case No. DR 23-0021 with the following comments: Page 7 of 241 Architectural Review Commission Minutes January 23, 2024 City of Palm Desert Page 3 ALL ACTIONS ARE DRAFT, PENDING APPROVAL OF THE MINUTES 1. Create more prominence for the main entrance. 2. Create some variety with the use of windows at the stairs. 3. Return the parapets on the tower elements so that they are four-sided elements. 4. Return other parapets 10 feet onto the adjacent roof. 5. Create more architectural elements within the façade to create shade and recess for some of the windows. 6. Revisit the red-stone clad tower element so it does not appear so top heavy and to create more of an offset for the red stone. 7. Revisit the lattice element on the south side of the building, add architectural interest without the use of plant material. 8. “Achilea x ‘Moonshine’” should be replaced with another plant material that is more suitable for the area. 6. NON-ACTION ITEMS None 7. INFORMATIONAL REPORTS & COMMENTS A. ARCHITECTURAL REVIEW COMMISSIONERS Commissioner Colvard provided an update on the Cultural Arts Committee (CAC) reporting the North Sphere Fire Station will have an opportunity for a Public Art piece to be installed. Additionally, the El Paseo metal signs located at the end of either side of El Paseo are being decommissioned. Lastly, the CAC approved a LED lighting plan for the Starburst sculpture located on San Pablo and San Gorgonio which will allow for the lights to change during the different seasons and time of day. B. CITY STAFF Principal Planner Melloni reported the Planning Commission meeting of January 16, 2024, was canceled due to lack of a quorum, therefore, the draft Objective Design Standards document will be presented to the Planning Commission for adoption at the meeting scheduled for February 6, 2024. The draft ODS document is available on the City’s Engage Palm Desert website; the public can leave comments and feedback regarding the document on this website. C. ATTENDANCE REPORT The attendance report was provided with the agenda materials. The Commission took no action on this matter. Upon inquiry, recording secretary Gonzalez explained the attendance report is a rolling twelve month calendar. Page 8 of 241 Architectural Review Commission Minutes January 23, 2024 City of Palm Desert Page 4 ALL ACTIONS ARE DRAFT, PENDING APPROVAL OF THE MINUTES 8. ADJOURNMENT The Architectural Review Commission adjourned at 2:16 p.m. Respectfully submitted, Melinda Gonzalez, Executive Administrative Assistant Recording Secretary ATTEST: Carlos Flores, Principal Planner Secretary APPROVED BY ARC: __/__/2024 Page 9 of 241 CITY OF PALM DESERT DEVELOPMENT SERVICES DEPARTMENT ARCHITECTURAL REVIEW COMMISSION MEMORANDUM To: Honorable Chair and Members of the Commission From: Carlos Flores, AICP, Senior Planner Date: February 13, 2024 Case No: Design Review (DR) 23-0021 Related: SP/PP/CUP/EA 16-188 and TPM 37157 Subject: Consideration to approve a Design Review to develop a 4-story, 128-key, 67,568 square foot Towne Place Suites by Marriott hotel development located on a 2.87- acre vacant parcel east of Monterey Avenue, south of Interstate 10 Freeway, and north of Dinah Shore Drive, within the Monterey Crossings Specific Plan (Assessor’s Parcel Number 685-020-021). Executive Summary The proposal is a request by AO Architects (Applicant), on behalf of Kamla Hotels (Owner) for consideration of a Design Review (DR) to develop a 4-story, 128-key, 67,568 square foot Towne Place Suites by Marriott hotel (Hotel) development located on a 2.87-acre vacant parcel east of Monterey Avenue, south of Interstate 10 Freeway, and north of Dinah Shore Drive, within the Monterey Crossings Specific Plan (Specific Plan). The project will include 31,028 square feet (sf) of landscaping, 131 parking spaces, an outdoor pool with amenities, and pedestrian and vehicular circulation to future and existing surrounding development within the Specific Plan. The Architectural Review Commission (ARC) will consider the architecture and landscape design of the proposed project for final consideration. ARC Meeting Continuance This project was previously considered by the ARC on January 23, 2024, which resulted in the following action: Following discussion, MOTION BY CHAIR VUKSIC, SECOND BY COMMISSIONER LATKOVIC, CARRIED 6-0 (COMMISSIONER BLAKELEY ABSENT), Case No. DR 23-0021 was continued with the following comments: 1. Create more prominence for the main entrance. 2. Create some variety with the use of windows at the stairs. Page 10 of 241 DR23-0021 Town Place Suites Page 2 of 12 February 13, 2024 3. Return the parapets on the tower elements so that they are four-sided elements. 4. Return other parapets 10 feet onto the adjacent roof. 5. Create more architectural elements within the façade to create shade and recess for some of the windows. 6. Revisit the red-stone clad tower element so it does not appear so top heavy and to create more of an offset for the red stone. 7. Revisit the lattice element on the south side of the building, add architectural interest without the use of plant material. 8. “Achilea x ‘Moonshine’” should be replaced with another plant material that is more suitable for the area. In response to these comments, the Applicant provided the following revisions: 1. Main entrance has been revised with an additional “eyebrow” feature that matches other architectural features around the building (Sheet A-05 and A-06). 2. Windows on west and east elevation have been changed to a different window type (Sheet A-09). 3. The returns on the parapets on the tower elements have been revised to be four-sided (Sheet A-04). 4. The other parapets on the roof return 5’ on each side (Sheet A-04.) 5. Façade has been revised to add more recess of windows and shade elements on all four elevations (Sheets A-07 through A-09 and Sheet A-16). 6. The top of the red-stone clad tower element has been revised by adding a row of six (6) windows on the top 8’-6” of the tower element (Sheet A-07). 7. The lattice element on the south elevation has been replaced with “Flagstone” stone veneer. Palo Verde tree added at southeast location and laser cut metal tree feature at southwest pool location (Sheet A-07). 8. The “Achilea x ‘Moonshine’” has been replaced with a “Euphorbia rigida”/Yellow Spurge. (Sheet L-02). No other design changes have been incorporated as part of the project subsequent to the January 23, 2024, meeting. The rest of the report provides the background and analysis of the project as previously provided in the January 23, 2024, meeting. Background On May 11, 2017, the City Council (Council) adopted Ordinance 1323, Resolution 2017-38, and Resolution 2017-39, which approved Specific Plan, Precise Plan, Conditional Use Permit, and Environmental Assessment 16-188 and Tentative Parcel Map 37157 for the Monterey Crossings project. This project included an 18-acre mixed-commercial center located at the northeast corner of Monterey Avenue and Dinah Shore Drive for the development of drive-through restaurants, shop and retail buildings, a potential automotive dealership, and a future four-story hotel spread out over eleven (11) parcels throughout the 18-acre development. The Specific Plan established the existing conditions of the site, existing and proposed street circulation patterns, a land use and site plan, development standards, and design criteria for the development of four (4) distinct districts within the 18- acre Specific Plan project site. The following four (4) districts were established: A restaurants Page 11 of 241 DR23-0021 Town Place Suites Page 3 of 12 February 13, 2024 and shop retail district, a Hotel District, a major retail district, and a northeast district. Figure 1 below shows the original site plan approved within the Specific Plan. Figure 1 – Monterey Crossings Specific Plan Site Plan The southwest corner of the project site has been developed, as well as one additional building pad adjacent to Dinah Shore, complete with internal driveways and perimeter landscaping on the south and west perimeters. A total of five (5) buildings have been constructed which includes: two (2) multi-tenant retail buildings, two (2) drive-through buildings, and a drive-through carwash. Monument signage has been installed off Dinah Shore Drive and on the north part of the project site. The areas to the north and east of the constructed developments remain vacant. The Hotel District on the northwest corner of the project site includes a general concept for a site plan, development standards, and design criteria for a single four-story hotel building located at the northwest corner of the Specific Plan project site. Figure 2 below shows the hotel concept elevations within the Specific Plan. (continued below) Page 12 of 241 DR23-0021 Town Place Suites Page 4 of 12 February 13, 2024 Figure 2 – Specific Plan Hotel Concepts The Conditions of Approval for Resolution No. 2017-38, which approved PP/CUP 16-188, stipulated that future development within the Specific Plan building pads shall develop in a manner consistent with the development standards, architectural renderings, and guidelines provided in the Specific Plan. The Conditions of Approval established the ARC as the final approval for Design Review applications within the Specific Plan. Project Summary A. Property Description: The Hotel project site is a 2.87-acre vacant parcel east of Monterey Avenue, south of Interstate 10 Freeway, and north of Dinah Shore Drive, within the Specific Plan (Project Site). The Project Site is located within the Planned Commercial – 3 (PC-3) zoning district and within the Freeway Commercial Overlay Zone (FCOZ). The Project Site is adjacent to existing land uses including commercial to the south and west and vacant sites to the east and north, as outlined in Table 1 below. B. Zoning, General Plan and Adjacent Uses Table 1 – Adjacent Land Use and Designations Existing Uses General Plan Zoning Project Site Vacant Monterey Crossings Specific Plan Planned Commercial - 3 (PC-3) & Freeway Commercial Overlay Zone (FCOZ) North Vacant/Interstate 10 Freeway Outside City Limits Outside City Limits South Existing Commercial Monterey Crossings Specific Plan Planned Commercial - 3 (PC-3) & Freeway Commercial Overlay Zone (FCOZ) Page 13 of 241 DR23-0021 Town Place Suites Page 5 of 12 February 13, 2024 East Vacant Monterey Crossings Specific Plan Planned Commercial - 3 (PC-3) & Freeway Commercial Overlay Zone (FCOZ) West Existing Commercial Town Center Neighborhood (TCN) Planned Commercial - 3 (PC-3) & Freeway Commercial Overlay Zone (FCOZ) C. Project Description The Applicant is proposing to develop a 4-story, 128-key, 67,568 square foot Hotel development located on the vacant 2.87-acre Project Site. The Hotel building footprint will be 17,363 sf. The project will include 31,028 sf of landscaping, 131 parking spaces, electric vehicle charging station and spaces, a loading zone, bicycle parking, an outdoor pool with amenities, and pedestrian and vehicular circulation to future and existing surrounding development within the Specific Plan. A DR application has been submitted for the review of the architecture and landscaping of the proposed Hotel and Project Site. The ARC’s review of the project will focus on the building and landscape architecture. Site Plan The Site Plan (Figure 3 below) shows the building location and orientation, vehicle and pedestrian access, and parking. The Specific Plan established internal vehicular circulation throughout the Specific Plan and the existing commercial land uses adjacent to Dinah Shore Drive constructed portions of this internal vehicular circulation and vehicular access for entering and exiting off Dinah Shore. The Hotel would use the existing access off Dinah Shore Drive to access the Project Site and connect with existing internal drive aisles directly south of the Project Site. Drive aisles would be constructed on the east part of the Project Site to connect to the existing vehicular circulation and would be shared with future development to the east. The Hotel is setback 84’-9” from the north property line, 25’ from the east property line, 65’-2” from the west property line, and 136’-1” from the south property line. The Hotel includes landscaping throughout, a vehicular drop off at the Hotel entrance, a pool area with pool amenities, parking that surrounds the entirety of the Hotel for ease of access to multiple Hotel entrances and exits, and pedestrian connections to the existing commercial development to the south. A total of 131 uncovered parking spaces are proposed for the 128- key Hotel. The proposed site plan has modified the orientation and configuration of the hotel building from the conceptual site plan within the Specific Plan shown in Figure 1. It changed from a north to west orientation to a west to east orientation. The Applicant stated that they proposed this modification to create an improved layout for access to the Hotel from the parking and to decrease the visibility impact for vehicles driving on Monterey Avenue. The site plan shows a proposed location and design for a trash enclosure with plaster finished CMU block walls and metal roof at the northwest corner of the site. At the northwest corner of the site there is a triangular shaped parcel which will be a landscaped area used as a “bioswale”. To the southeast of the site, there is a preliminary site Page 14 of 241 DR23-0021 Town Place Suites Page 6 of 12 February 13, 2024 plan showing a parking area and retail pad, though no development is proposed there at this time, with the exception of an access drive. The areas south of the site are developed with parking and the existing Chick-Fil-A drive-through restaurant. The project will extend the existing internal pedestrian walkway by constructing a sidewalk on the north side of the Chick- Fil-A drive-through. Figure 3 – Proposed Site Plan (Sheet A-03) Architecture The proposed architecture of the building is characterized as desert contemporary modern design, incorporating a combination of flat and pitched roof designs, varying roof and wall planes, façade modulations, stone veneer, and metal canopies and roof trims. The Hotel will include five (5) different paint colors identified as “Manor House”, “Brevity Brown”, “Utaupeia”, “Morris Room Grey”, “Casa Blanca”, and two (2) different stone veneers identified as “Monsoon” and “Flagstone”. The Hotel will also include dark bronze aluminum glazing, metal canopies, flashing, and wrought iron fencing. These exterior materials are consistent with the material palette identified for the original project approval. Section 4.1 of the Specific Plan lays out the Design Guidelines for the Project Site, requiring a “contemporary desert architecture design with adaptations to provide shade for the desert environment. Vertical and horizontal elements on the building will break up the large planes and provide scale and texture to the building. There will be a clear relationship with the indoors Page 15 of 241 DR23-0021 Town Place Suites Page 7 of 12 February 13, 2024 and outdoors in the design of the building to encourage indoor/outdoor connections. Forms include towers, changes in elevations, changes in planes, changes in materials, covered areas, and trellis elements to provide shade and eyebrows to provide shade. Windows on large buildings may be recessed, have reveals, surrounds, sill, and other elements to break up large flat planes…” Figure 2 shows the Hotel Concept elevations within the Specific Plan and Figure 4 below shows the currently proposed Hotel elevations. Figure 4 – Proposed Elevations (A-06, A-07, and A-08) Page 16 of 241 DR23-0021 Town Place Suites Page 8 of 12 February 13, 2024 The four-story Hotel is proposed at a maximum height of 47’-6” to the top of parapet and 55’- 6” to the top of the architectural features. These heights meet the maximum height allowed within the Specific Plan. Figure 3 shows Sight Line Diagrams from Monterey Avenue to the west and from the existing commercial site to the south. These sight line diagrams are provided to demonstrate that all roof-mounted equipment is properly screened from Monterey Avenue and Dinah Shore Drive in accordance with Condition No. 10 of CC Resolution No. 2017-38. Figure 5 – Sight Line Diagrams (Sheet A-09) The floor plan of the building shows areas on the ground floor which provide rooms to screen mechanical and electrical utilities for the building. The preliminary location(s) of fire backflow devices are not shown on the plans but are required to be screened from view of the building exterior. The roof plan of the building shows a penthouse to enclose an elevator overrun which will be screened by two tower elements located on the north and south sides of the building. These tower elements are designed as two sloping parapet roofs which return approximately 15’-0”. Stair access to the roof is provided at the western edge of the building. Typical mechanical equipment locations are shown on the roof plan for reference. Landscaping The applicant proposes landscaping throughout the project site, including along the project perimeter, within parking islands, and surrounding the Hotel building. A total of 31,028 sf of landscaping will be included, which accounts for 24.9% of the Project Site. The project proposes a total of 112 trees, including six (6) different tree species: palo verde, Italian cypress, fruitless olive, date palms, Italian stone pines, and California fan palms. The trees are proposed throughout the project site at vehicular entryways, Hotel entrance, and adjacent to parking spaces to provide shade. The landscaping also includes a variety of shrubs, Page 17 of 241 DR23-0021 Town Place Suites Page 9 of 12 February 13, 2024 including century plants, golden barrel cactus, ocotillo, and red yucca, and also includes synthetic turf and decomposed granite. Figure 4 – Proposed Landscaping (Sheet L-02) Section 7.1.6 of the Specific Plan provides the Hotel Landscape Conceptual Design guidelines which requires landscaping around the hotel building that contains shrubs layered from short in front and taller at the building edge and a variety of trees. With exception to the Italian Cypress and Italian Stone Pine, the rest of the plant palette proposed for the Hotel is consistent with the Specific Plan plant palette which provides flexibility to add additional species to the approved landscape palette. The Applicant has proposed the addition of the Italian Cypress and Italian Stone Pine to “soften” the architecture in narrow spaces adjacent to the building and provide additional screening from surrounding areas. Zoning Ordinance Summary ARC approval of proposed Design Review applications within the Specific Plan is required per the conditions of approval of City Council Resolution No. 2017-38. Findings for ARC Page 18 of 241 DR23-0021 Town Place Suites Page 10 of 12 February 13, 2024 decisions are listed under PDMC Section 25.68.040 – Findings of the ARC. Table 2 outlines conformance of the proposed project with the Specific Plan. Table 2 – Development Standard Conformance Summary Development Standard SPECIFIC PLAN STANDARD PROJECT CONFORMS Landscape Coverage 20% 24.9% Yes Building Coverage 40% 14% Yes Building setbacks (to property lines) - 84’-9” (North), 25’ (East), 65’-2” (West), and 136’-1” (South) Yes Maximum Height and No. of Stories 50 ft/ 4 stories; architectural features, elevator, and stairways up to 60’ 47’-6”/4 stories; 55’-6” to features Yes Findings in support of the project are listed below: To approve a design review application, the ARC shall find the following: A. That the proposed development conforms to any legally adopted development standards. The proposed development conforms with the standards for the Monterey Crossings Specific Plan, as outlined in Table 2 above. This includes meeting standards on coverage, setbacks, and height. The project meets the architectural and landscaping Design Guidelines of the Monterey Crossings Specific Plan, with exception to the addition of Italian Cypress and Italian Pine trees to the landscaping palette. As outlined in the Specific Plan guidelines, the project proposes a desert contemporary modern architecture with varying wall planes, roof lines, and façade modulations. B. That the design and location of the proposed development and its relationship to neighboring existing or proposed developments and traffic is such that it will not impair the desirability of investment or occupation in the neighborhood; and that it will not unreasonably interfere with the use and enjoyment of neighboring existing or proposed developments and that it will not create traffic hazards or congestion. The proposed project is within the Monterey Crossings Specific Plan and is surrounded by commercial uses, existing streets, and vacant uses planned for commercial. The design of the project, including land use and site design, was previously analyzed, and approved with the Monterey Crossings Specific Plan and does not currently propose a project that differs from the original intent and approval. Page 19 of 241 DR23-0021 Town Place Suites Page 11 of 12 February 13, 2024 The project has been analyzed for potential traffic impacts in the adopted Mitigated Negative Declaration for the Monterey Crossings Specific Plan and will be required to meet all mitigation measures and conditions required. C. That the design and location of the proposed development is in keeping with the character of the surrounding neighborhood and is not detrimental to the harmonious, orderly, and attractive development contemplated by this title and the General Plan of the City. The proposed project blends well with the surrounding neighborhood by incorporating a modern desert contemporary design and utilizes a desert color and landscaping palette that is harmonious with surrounding development, including the Monterey Crossings Specific Plan. The design of the building, including flat and pitched roofs, varying roof and wall planes, façade modulations, adds to the character of the area. D. That the design and location of the proposed development would provide a desirable environment for its occupants, as well as for its neighbors, and that it is aesthetically of good composition, materials, textures, and colors. The proposed design utilizes durable finishes and features a quality contemporary style characterized by stone veneer, metal canopies, and desert compatible colors. The buildings provide for a quality visual aesthetic along Monterey Avenue, Interstate 10 Freeway, and within the Monterey Crossings Specific Plan. The project also includes extensive onsite landscaping along perimeter frontages, including many tree and shrub species, and pedestrian and vehicular connectivity to surrounding developments. E. That the proposed use conforms to all the requirements of the zone in which it is located and all other applicable requirements. The proposed development conforms with all development standards of the underlying Monterey Crossings Specific Plan. The Monterey Crossings Specific Plan established this project site for development of a hotel. This project meets the intent, layout, development standards, use, and design as established by the Specific Plan. F. That the overall development of the land shall be designed to ensure the protection of the public health, safety, and general welfare. The site plan and grading plan has been reviewed to confirm the design provides protection of the public’s health, safety, and general welfare. The site is adequately serviced by utilities and the grading plan reviewed in accordance with City requirements. The project falls in line with the design analyzed and approved within the Monterey Crossings Specific Plan. Page 20 of 241 DR23-0021 Town Place Suites Page 12 of 12 February 13, 2024 STAFF RECOMMENDATION Staff recommends the ARC determines that the requirements of the findings have been met based on the analysis and approves the Design Review. Any modifications required by the ARC should be added to the motion as a condition of approval. Attachment(s): 1. Project Exhibits 2. City Council Resolution No. 2017-38 Page 21 of 241 Job No. Date Revision 1 2023-456 2024-02-06 2024-01-18 PROPERTY OWNER / MASTER DEVELOPER: FOUNTAINHEAD DEVELOPMENT 1401 QUAIL STREET, SUITE 100 NEWPORT BEACH, CA 92660 CONTACT: VASANTHI OKUMA 949.752.2515 HOTEL DEVELOPER: KAMLA HOTELS 12800 CENTER COURT DRIVE, SUITE 525 CERRITOS, CA 90703 CONTACT: DEV PATEL 562.231.5973 ARCHITECT: AO 144 NORTH ORANGE STREET, ORANGE, CA 92866 CONTACT: TOM BERGERSON714.639.9860 CIVIL ENGINEER: SWS ENGINEERING, INC. 1635 LAKE SAN MARCOS DRIVE, SUITE 200 SAN MARCOS, CA 92078 CONTACT: MICHAEL D. SCHWEITZER 760.744.0011 LANDSCAPE: CUMMINGS CURLEY AND ASSOCIATES, INC. 3633 LONG BEACH BLVD, LONG BEACH, CA 90807 CONTACT: ROBERT CURLEY 562.424.8182 X112 KAMLA HOTELS TOWNEPLACE SUITES AT MONTEREY CROSSING PALM DESERT, CA DATE: 2024-01-18 REVISION 1: 2024-02-06 COVER SHEET / SHEET INDEX A-01 OVERALL SITE PLAN A-02 PEDESTRIAN & VEHICULAR CIRCULATION A-03 ENLARGED SITE PLAN A-04 FLOOR & ROOF PLANS A-05 PERSPECTIVE RENDERING A-06 PERSPECTIVE RENDERING A-07 ELEVATIONS A-08 ELEVATIONS A-09 ELEVATIONS A-10 SECTIONS / LINE OF SIGHT A-11 APPROVED COLOR & MATERIALS A-12 HOTEL COLOR & MATERIALS A-13 ENLARGED/DETAIL VIEWS A-14 ENLARGED/DETAIL VIEWS A-15 ENLARGED/DETAIL VIEWS A-16 ENLARGED/DETAIL VIEWS C-01 PRELIMINARY GRADING PLAN C-02 PRELIMINARY UTILITY PLAN L-01 LANDSCAPE SITE PLAN L-02 LANDSCAPE SITE PLAN (COLOR) L-03 PLANTING IMAGERY P-SL1 PHOTOMETRIC SITE PLAN P-SL2 PHOTOMETRIC CUT SHEETS Page 22 of 241 PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING Job No. Date Revision 1 2023-456 2024-02-06 2024-01-18 OVERALL SITE PLAN N 120’100’75’50’25’10’0 SCALE: 1” = 60’-0” 12 10 11 4 PA T I O PR O P O S E D BU I L D I N G 1 ± 6 , 1 0 0 S . F . 33 8 . 0 0 '296.5'MO N U M E N T SI G N PE T A R E A 2 1 4 TR A I L E R S T A L L LA N D S C A P E A R E A 1 TR A I L E R S T A L L 6 4 3 1 1 6 4 4 1 9 13 20 22 29 20 6 10 5 9 10 21 26 1ccc c c c ccccccccccc cccccccccccc ccccccccccccc cc[ N89°59'23"W 172.21' ][ N38 °04 '50 "W ] [ L=71 0 . 0 8 , R = 2 0 5 0 . 0 0 , Δ=19°50 ' 4 6 " ] [ N 89°59'23" W 269.19' ][ N0°00'35"W 242.72' ][ N 28°31'40" E 169.20' ][ N 5 4 ° 3 2 ' 4 0 " E 1 8 1 8 . 7 3 ' ] [ L= 1 1 2 . 1 2 R= 8 4 . 5 0 Δ=76° 0 1 ' 3 6 " ] [ L=43.89, R=213.50, Δ=11°46'42" ] CAV CAV CAVCAVCAV EVEVCAVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVc cc 76'-9" 83' 42' 62'-9" 108'-3" 23'-4"80'-8" 12' 3 7 2 2 EXIT ONL Y BLDG 7 RESTAURANT AC C E S S I B L E ON E BE D R O O M LA U N D R Y ST O R A G E HO U S E LA U N D R Y EL E V . EL E V . EL E C T R I C A L FO O D P R E P ME C H A N I C A L CO R R I D O R SA L E S OF F I C E VE S T . WO M E N S BA T HLA U N D R Y CH U T E WO R K AR E A IN A P I N C H ST O R A G E GE N E R A L MA N A G E R LAU N C H I N G PA D EX E R C I S E RO O M BR E A K F A S T RO O M HU B WE L C O M E DE S K CO M M U N A L TAB L E BU F F E T ME N S B A T H UP EM P L O Y E E BR E A K R O O M ST U D I O ST U D I O 3 3 0 DO U B L E QU E E N DO U B L E QU E E N DO U B L E QU E E N ME E T I N G RO O M GU E S T LAU N D R Y UP DO U B L E QU E E N ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O STU D I O STU D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ON E BE D R O O M ON EBE D R O O M AC C E S S I B L E ON EBE D R O O M M O N T E R E Y A V E N U EBI O S W A L E ±0 . 2 8 A C LA N D S C A P E A R E A / DR O P - O F F LS LS ±1 2 8 K E Y S @ 4 L E V E L S H O T E L LS LS LS LS LS LS LS N. A . P . R A I L R O A D & I N T E R S T A T E 1 0 6 5 7 12 8 6 8 7 8 7 7 4 6 7 6 7 6 6 6 EV EV EV EV EV EVEV2 RE C R E A T I O N T U R F (S E E L A N D S C A P I N G P L A N ) PO O L A R E A (S E E L A N D S C A P I N G P L A N ) CATHEDRAL CITY PALM DESERT THOUSAND PALMS INDIAN WELLS VICINITY MAP RANCHO MIRAGE LA QUINTA INDIO PROJECT SITE NORTHDate Job No. 2023-10-06 2023-456 TOWNPLACE SUITES AT MONTEREY CROSSING PALM DESERT | CA OVERALL SITE PLAN Scale 1" = 60'-0" 0 10' 50' 75' 100'25'120' 60' N 01 VICINITY MAP N.T.S.NVICINITY MAP N.T.S. 4 1 9 13 20 22 29 20 6 10 5 9 10 21 26 1ccc c c c ccccccccccc cccccccccccc ccccccccccccc cc[ N89°59'23"W 172.21' ][ N38 °04 '50 "W ] [ L=71 0 . 0 8 , R = 2 0 5 0 . 0 0 , Δ=19°50 ' 4 6 " ] [ N 89°59'23" W 269.19' ][ N0°00'35"W 242.72' ][ N 28°31'40" E 169.20' ][ N 5 4 ° 3 2 ' 4 0 " E 1 8 1 8 . 7 3 ' ] [ L= 1 1 2 . 1 2 R= 8 4 . 5 0 Δ=76° 0 1 ' 3 6 " ] [ L=43.89, R=213.50, Δ=11°46'42" ] CAV CAV CAVCAVCAV EVEVCAVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVc cc 76'-9" 83' 42' 62'-9" 108'-3" 23'-4"80'-8" 12' 3 7 2 2 EXIT ONLY BLDG 7 RESTAURANT 12 10 11 4 PA T I O PR O P O S E D BU I L D I N G 1 ± 6 , 1 0 0 S . F . 33 8 . 0 0 '296.5'M O N U M E N T SI G N PE T A R E A 2 1 4 TR A I L E R S T A L L LA N D S C A P E A R E A 1 TR A I L E R S T A L L 6 4 3 1 1 6 4 AC C E S S I B L E ON E BE D R O O M LA U N D R Y ST O R A G E HO U S E LAU N D R Y ELE V . ELE V . EL E C T R I C A L FO O D P R E P ME C H A N I C A L CO R R I D O R SA L E S OF F I C E VE S T . WO M E N S BA T HLAU N D R Y CH U T E WO R K AR E A IN A P I N C H ST O R A G E GE N E R A L MA N A G E R LAU N C H I N G PA D EX E R C I S E RO O M BR E A K F A S T RO O M HU B WE L C O M E DE S K CO M M U N A L TAB L E BU F F E T ME N S B A T H UP EM P L O Y E E BR E A K R O O M ST U D I O ST U D I O 3 3 0 DO U B L E QU E E N DO U B L E QU E E N DO U B L E QU E E N ME E T I N G RO O M GU E S T LA U N D R Y UP DO U B L E QU E E N ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ON E BE D R O O M ON EBE D R O O M AC C E S S I B L E ON E BE D R O O M M O N T E R E Y A V E N U EBI O S W A L E ±0 . 2 8 A C LA N D S C A P E A R E A / DR O P - O F F LS LS ±1 2 8 K E Y S @ 4 L E V E L S H O T E L LS LS LS LS LS LS LS N. A . P . R A I L R O A D & I N T E R S T A T E 1 0 6 5 7 12 8 6 8 7 8 7 7 4 6 7 6 7 6 6 6 EV EV EV EV EV EVEV2 RE C R E A T I O N T U R F (S E E L A N D S C A P I N G P L A N ) PO O L A R E A (S E E L A N D S C A P I N G P L A N ) 39 6 . 7 6 '296.50'15 3 . 3 9 ' 168.78'208.08'214.40'CATHEDRAL CITY PALM DESERT THOUSAND PALMS INDIAN WELLS VICINITY MAP RANCHO MIRAGE LA QUINTA INDIO PROJECT SITE NORTHDate Job No. 2023-12-08 2023-456 TOWNEPLACE SUITES AT MONTEREY CROSSING PALM DESERT | CA OVERALL SITE PLAN Scale 1" = 60'-0" 0 10' 50' 75' 100'25'120' 60' N 01 VICINITY MAP N.T.S.N DINAH SHORE MONTEREY AVE-R A I L R O A D & I N T E R S T A T E 1 0 TRASH ENCLOSURE SCALE: 1/8” = 1’-0” METAL POST CMU CAP FRONT ELEVATION6'-4"6'-0"REAR ELEVATION 6'-4"2'-8"12'-8"10'-0"10'-0"PLASTER FINISH OVER 8"x8"x16" CMU BLOCK - COLOR TO MATCH BUILDING SIDE ELEVATIONS 12'-8" 24'-8" 20'-0"4'-8" HEAVY DUTY METAL GATE METAL ROOF PLASTER FINISH OVER 8"x8"x16" CMU BLOCK - COLOR TO MATCH BUILDING METAL POST CMU CAP PLASTER FINISH OVER 8"x8"x16" CMU BLOCK - COLOR TO MATCH BUILDING METAL ROOF10'-0"FLOOR PLAN12'-0"20'-0"4'-8" 4'-0"6'-6"5'-4"01A- Page 23 of 241 PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING Job No. Date Revision 1 2023-456 2024-02-06 2024-01-18 PEDESTRIAN & VEHICULAR CIRCULATION N 120’100’75’50’25’10’0 SCALE: 1” = 60’-0” 4 1 9 13 20 22 29 20 6 10 5 9 10 21 26 1ccc c c c ccccccccccc cccccccccccc ccccccccccccc cc[ N89°59'23"W 172.21' ][ N38 °04 '50 "W ] [ L=71 0 . 0 8 , R = 2 0 5 0 . 0 0 , Δ=19°50 ' 4 6 " ] [ N 89°59'23" W 269.19' ][ N0°00'35"W 242.72' ][ N 28°31'40" E 169.20' ][ N 5 4 ° 3 2 ' 4 0 " E 1 8 1 8 . 7 3 ' ] [ L= 1 1 2 . 1 2 R= 8 4 . 5 0 Δ=76° 0 1 ' 3 6 " ] [ L=43.89, R=213.50, Δ=11°46'42" ] CAV CAV CAVCAVCAV EVEVCAVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVc cc 76'-9" 83' 42' 62'-9" 108'-3" 23'-4"80'-8" 12' 3 7 2 2 EXIT ONLY BLDG 7 RESTAURANT 12 10 11 4 PA T I O PR O P O S E D BU I L D I N G 1 ± 6 , 1 0 0 S . F . 33 8 . 0 0 '296.5'M O N U M E N T SI G N PE T A R E A 2 1 4 TR A I L E R S T A L L LA N D S C A P E A R E A 1 TR A I L E R S T A L L 6 4 3 1 1 6 4 AC C E S S I B L E ON E BE D R O O M LA U N D R Y ST O R A G E HO U S E LAU N D R Y ELE V . ELE V . EL E C T R I C A L FO O D P R E P ME C H A N I C A L CO R R I D O R SA L E S OF F I C E VE S T . WO M E N S BA T HLAU N D R Y CH U T E WO R K AR E A IN A P I N C H ST O R A G E GE N E R A L MA N A G E R LAU N C H I N G PA D EX E R C I S E RO O M BR E A K F A S T RO O M HU B WE L C O M E DE S K CO M M U N A L TAB L E BU F F E T ME N S B A T H UP EM P L O Y E E BR E A K R O O M ST U D I O ST U D I O 3 3 0 DO U B L E QU E E N DO U B L E QU E E N DO U B L E QU E E N ME E T I N G RO O M GU E S T LA U N D R Y UP DO U B L E QU E E N ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ON E BE D R O O M ON EBE D R O O M AC C E S S I B L E ON E BE D R O O M M O N T E R E Y A V E N U EBI O S W A L E 26'-0"21'-4"18'-6"18'-6"11'-5"40'-6"18'-6"26'-0"18'-6"10'-0"18'-6"26'-0"18'-6"9'-0" TYP . 18'- 6 " 26'- 0 " 15'- 0 " 15'- 0 " 15'- 0 "30'-0"EASEMENT30'-0"EASEMENT±0 . 2 8 A C 26'-0"LA N D S C A P E A R E A / DR O P - O F F LS LS ±1 2 8 K E Y S @ 4 L E V E L S H O T E L LS LS LS LS LS LS LS N. A . P . R A I L R O A D & I N T E R S T A T E 1 0 6 5 7 12 8 6 8 7 8 7 7 4 6 7 6 7 6 6 6 EV EV EV EV EV EVEV2 RE C R E A T I O N T U R F (S E E L A N D S C A P I N G P L A N ) PO O L A R E A (S E E L A N D S C A P I N G P L A N ) 39 6 . 7 6 '296.50'15 3 . 3 9 ' 168.78'208.08'214.40'304' - 1 "75'-9"25'- 0 " 67'- 8 "84'-9"136'-1"10'-0" 10'- 0 "18'-1"17'-0"30'-0" STREET SETBACK 12'-0"34'- 5 "5'-6"5'-0" 5'-6" 5'-6"5'-6"5'-6"5'-6"5'-6"5'-6"5'-6"Date Job No. 2023-12-08 2023-456 TOWNEPLACE SUITES AT MONTEREY CROSSING PALM DESERT | CA PEDESTRIAN & VEHICULAR CIRCULATION Scale 1" = 60'-0" 0 10' 50' 75' 100'25'120' 60' N 02 LEGEND PEDESTRIAN CIRCULATION VEHICULAR CIRCULATION PEDESTRIAN ACCESS VEHICULAR ACCESS** * **DINAH SHORE MONTEREY AVE-R A I L R O A D & I N T E R S T A T E 1 0 02A- LEGEND PEDESTRIAN CIRCULATION VEHICULAR CIRCULATION HOTEL ENTRANCE VEHICULAR ACCESS Page 24 of 241 PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING Job No. Date Revision 1 2023-456 2024-02-06 2024-01-18 ENLARGED SITE PLAN N 60’45’30’20’10’5’0 SCALE: 1” = 30’-0” 4 1 9 13 20 22c cc c c c cccccc[ N0°00'35"W 242.72' ]3 7 2 2 12 10 11 PA T I O PR O P O S E D BU I L D I N G 1 ± 6 , 1 0 0 S . F . 33 8 . 0 0 '296.5'PE T A R E A 2 1 4 TR A I L E R S T A L L 1 TR A I L E R S T A L L 6 3 1 6 4 AC C E S S I B L E ON E BE D R O O M LA U N D R Y ST O R A G E HO U S E LA U N D R Y EL E V . EL E V . EL E C T R I C A L FO O D P R E P ME C H A N I C A L CO R R I D O R SA L E S OF F I C E VE S T . W O M E N S BA T HLA U N D R Y CH U T E W O R K AR E A IN A P I N C H ST O R A G E GE N E R A L MA N A G E R LA U N C H I N G PA D EX E R C I S E RO O M BR E A K F A S T RO O M HU B WE L C O M E DE S K CO M M U N A L TA B L E BU F F E T ME N S B A T H UP EM P L O Y E E BR E A K R O O M ST U D I O ST U D I O 3 3 0 DO U B L E QU E E N DO U B L E QU E E N DO U B L E QU E E N ME E T I N G RO O M GU E S T LA U N D R Y UP DO U B L E QU E E N ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ON E BE D R O O M ON E BE D R O O M AC C E S S I B L E ON E BE D R O O M M O N T E R E Y A V E N U EBI O S W A L E 26'-0"21'-4"18'-6"18'-6"11'-5"40'-6"18'-6"26'-0"18'-6"10'-0"18'-6"26'-0"18'-6"9'-0 " TYP . 18'- 6 " 26'- 0 " 15'- 0 " 15'- 0 " 15'- 0 "30'-0"EASEMENT30'-0"EASEMENT±0 . 2 8 A C 26'-0"LA N D S C A P E A R E A / DR O P - O F F LS LS ± 1 2 8 K E Y S @ 4 L E V E L S H O T E L LS LS LS LS LS LS LS N. A . P . R A I L R O A D & I N T E R S T A T E 1 0 6 5 7 12 8 6 8 7 8 7 7 4 6 7 6 7 6 6 6 EV EV EV EV EV EVEV2 RE C R E A T I O N T U R F (S E E L A N D S C A P I N G P L A N ) PO O L A R E A (S E E L A N D S C A P I N G P L A N ) 39 6 . 7 6 '296.50'15 3 . 3 9 ' 168.78'208.08'214.40'304' - 1 "75'-9"25'- 0 " 67'- 8 "84'-9"136'-1"10'-0" 10'- 0 "18'-1"17'-0"30'-0" STREET SETBACK 12'-0"34'- 5 "5'-6"5'-0 " 5'-6 " 5'-6 "5'-6"5'-6"5'-6 "5'-6"5'-6"5'-6"5'-6 " Date Job No. 2023-12-08 2023-456 TOWNEPLACE SUITES AT MONTEREY CROSSING PALM DESERT | CA HOTEL CONCEPT SITE PLAN Scale 1" = 30'-0" 0 5' 20'30'45'10'60' 30' N 03 HOTEL SITE SUMMARY ADDRESS NEC MONTEREY AVENUE & DINAH SHORE DRIVE, PALM DESERT, CA ZONING P.C.-(3) (FCOD) = PLANNED COMMERCIAL: REGIONAL w/ FREEWAY COMMERCIAL OVERLAY DISTRICT PRECISE PLAN MONTEREY CROSSING SPECIFIC PLAN PROPOSED USE HOTEL ASSESSOR PARCEL NO.685020021 SITE GROSS AREA 124,902 SF / +- 2.87 AC BUILDING GROSS AREA ±67,568 SF ALLOWED / REQUIRED PROVIDED FRONT/SIDE/REAR SETBACKS - MAX. LOT COVERAGE 40% MAX.14% MAX. FAR 1.0 MAX.0.53 MIN. LANDSCAPE COVERAGE 20% MIN. (24,962 SF)24.9% (31,028 SF) MIN. STREET SETBACK 30' MIN.30' MIN. BUILDING SETBACK AT FREEWAY 50' MIN.84'-9" MIN. BUILDING SETBACK AT MAJOR 32' MIN.65'-2" MAX. BUILDING HEIGHT 50' (4 STORIES) PLUS ARCHITECTURAL FEATURES, ELEVATOR AND STAIRWAYS, ETC. MAY BE UP TO 60' TALL 46' TO PARAPET / 54'-6" TO FEATURES PARKING REQUIRED PROVIDED 9' x 16.5' + 2' O.H. MIN. STANDARD PARKING, PER § 25.46.030 1 PER KEY = 128 SPACES 131 SPACES KEY NOTES: ADA LOADING ZONE LOADING ZONE LONG TERM BICYCLE PARKING TRASH ENCLOSURE PER CITY STANDARDS ACCESSIBLE PARKING, SIGNAGE AND STRIPING PER CITY STANDARDS SHORT TERM BICYCLE PARKING 1 2 3 4 5 6 7 8 9 10 11 12 ASPHALT PAVING LANDSCAPING, TYP. 13 EV CHARGING STATION ENTRANCE PATIO ENHANCED PAVING AT DROP-OFF AREA 17 4 10 NOT USED 14 OUTDOOR POOL DECK AMENITIES (SEE LANDSCAPING PLAN) 15 POOL SHOWERS 16 POOL RESTROOM POOL EQUIPMENT & STORAGE 1 2 3 11 6 7 8 9 15 16 SEWER EASEMENT 17 11 11 11 11 11 11 10 12 5 12 14 BUILDING QUALIFICATION BUILDING OCCUPANCY (NON-SEPARATED OCCUPANCY) PRIMARY OCCUPANCY GROUP R-1 ACCESSORY OCCUPANCIES (LESS THAN 10%)GROUP A-2, GROUP A-3, GROUP B, GROUP S1 BUILDING CONSTRUCTION TYPE V-A FULLY SPRINKLED YES PROPOSED BUILDING HEIGHT 54'-6" ( 4 STORIES) ALLOWABLE BUILDING HEIGHT 70'-0" ( 4 STORIES WITHOUT AREA INCREASE) PROPOSED BUILDING FLOOR AREA (67,597 SF) TOTAL THIS BUILDING NEEDS TO BE SUB DIVIDED INTO (2) SEPARATE STRUCTURES TO QUALIFY. BUILDING #1 PROPOSED BUILDING FLOOR AREA (35,063 SF) TOTAL AND AREA PER FLOOR < 21,000 SF BUILDING #2 PROPOSED BUILDING FLOOR AREA (32,534 SF) TOTAL AND AREA PER FLOOR < 21,000 SF ALLOWABLE BUILDING FLOOR AREA 42,000 SF (ALLOWABLE AREA PER STORY = 21,000 SF) 03A- Page 25 of 241 PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING Job No. Date Revision 1 2023-456 2024-02-06 2024-01-18 FLOOR & ROOF PLANS N 32’24’16’8’4’2’0 SCALE: 1/16” = 1’-0” ACCESSIBLE ONE BEDROOM LAUNDRY STORAGE HOUSE LAUNDRY ELEV. ELEV. ELECTRICAL FOOD PREP MECHANICAL CORRIDOR SALES OFFICE VEST. WOMENS BATH LAUNDRY CHUTE WORK AREA IN A PINCH STORAGE GENERAL MANAGER LAUNCHING PAD EXERCISE ROOM BREAKFAST ROOM HUB WELCOME DESK COMMUNAL TABLE BUFFET MENS BATH UP EMPLOYEE BREAKROOM STUDIO STUDIO 330DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN MEETING ROOM GUEST LAUNDRY UP DOUBLE QUEEN STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO ONE BEDROOM ONE BEDROOM ACCESSIBLE ONE BEDROOM 75'-9"300'-8" 28'-8"15'-3" TYP. 15'-3" TYP.12'-0"15'-3"9'-9"15'-3"12'-0"UP DN UP DN ACCESSIBLE TYPICAL FLOOR STUDIO ACCESSIBLE DOUBLE QUEEN DOUBLE QUEEN ELEV. ELEV. ACCESSIBLE TYPICAL FLOOR STUDIO STOR. ENGIN. DOUBLE QUEEN ONE BEDROOM DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIOSTUDIOSTUDIOSTUDIO STUDIOSTUDIOSTUDIOSTUDIO ONE BEDROOM ONE BEDROOM ONE BEDROOM 75'-9"300'-8" 28'-8"15'-3" TYP. 15'-3" TYP.12'-0"15'-3"9'-9"15'-3"12'-0"1/4:121/4:121/4:121/4:121:12 1:12 1:12 1/4:121/4:121/4:12SLOPE 1:12 T.O.P. 46'-0" T.O.P. 46'-0"T.O.P. 47'-6" T.O.P. 47'-6"T.O.P. 46'-0" T.O.P. 46'-0" T.O.P. 47'-6" T.O.P. 55'-6" 52'-0" 52'-0" 54'-6"75'-9"300'-8" T.O.P. 47'-6" 54'-6"SLOPESTAIR ACCESS TO ROOF 52'-9" ELEVATOR PENTHOUSE 47'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"T.O.P. 55'-6" 04A- LEVEL 1 LEVELS 2-4 ROOF Page 26 of 241 PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING Job No. Date Revision 1 2023-456 2024-02-06 2024-01-18 PERSPECTIVE RENDERING 05A- Page 27 of 241 PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING Job No. Date Revision 1 2023-456 2024-02-06 2024-01-18 PERSPECTIVE RENDERING 06A- Page 28 of 241 PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING Job No. Date Revision 1 2023-456 2024-02-06 2024-01-18 ELEVATIONS 32’16’04’8’ SCALE: 3/32” = 1’-0” 07A- ±32’ - 0” LEVEL 4 ±46’ - 0” T.O. TOWER ±54’ - 6” T.O. PARAPET ±22’ - 0” LEVEL 3 ±12’ - 0” LEVEL 2 0’ - 0” LEVEL 1 ±55’ - 6” ±47’ - 6”±47’ - 6” PT-1 1 PT-1 1 PT-2 1 PT-4 1 PT-4 1 PT-3 1 PT-4 1 PT-1 16 8 1213151491122883 367445 13. STANDING SEAM METAL ROOF 14. WROUGHT IRON FENCING 15. LASERCUT METAL TREE 16. FOAM TRIM SURROUND PT-1 SHERWIN WILLIAMS - SW7505 “MANOR HOUSE” PT-2 SHERWIN WILLIAMS - SW6068 “BREVITY BROWN” PT-3 SHERWIN WILLIAMS - SW9088 “UTAUPEIA” PT-4 SHERWIN WILLIAMS - SW0037 “MORRIS ROOM GREY” PT-5 SHERWIN WILLIAMS - SW7571 “CASA BLANCA” MATERIAL LEGEND 4’ - 0” 1. EXTERIOR PLASTER - PAINTED: 2. METAL COPING - COLOR TO MATCH “DARK BRONZE” 3. STONE VENEER - THOMPSON BUILDING MATERIALS - AAA FLAGSTONE 4. STONE VENEER - CREATIVE MINES - CRAFT BOARD FORM “MONSOON” 5. STONE VENEER PILASTER - CREATIVE MINES - CRAFT BOARD FORM “MONSOON” 6. ANODIZED ALUMINUM STOREFRONT SYSTEM W/ CLEAR GLAZING “DARK BRONZE” 7. ANODIZED ALUMINUM WINDOW W/ LOW-E GLAZING “DARK BRONZE” 8. METAL CANOPY - COLOR TO MATCH “DARK BRONZE” 9. METAL FLASHING - COLOR TO MATCH ADJACENT SURFACE 10. HOLLOW METAL DOOR - COLOR TO MATCH “DARK BRONZE” 11. METAL CANOPY - POWDER COATED TO MATCH PT-5 12. METAL REVEAL - COLOR TO MATCH ADJACENT SURFACE APPROVED FRONT - EAST ELEVATION PROPOSED FRONT - SOUTH ELEVATION ±46’ - 0”±46’ - 0” Page 29 of 241 PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING Job No. Date Revision 1 2023-456 2024-02-06 2024-01-18 ELEVATIONS 32’16’04’8’ SCALE: 3/32” = 1’-0” 08A- ±32’ - 0” LEVEL 4 ±46’ - 0” T.O. TOWER ±54’ - 6” T.O. PARAPET ±22’ - 0” LEVEL 3 ±12’ - 0” LEVEL 2 0’ - 0” LEVEL 1 ±55’ - 6” ±47’ - 6”±47’ - 6” PT-1 1 PT-4 1 PT-2 1 PT-3 1 PT-4 18 1213922286710433 MATERIAL LEGEND 4’ - 0” 13. STANDING SEAM METAL ROOF 14. WROUGHT IRON FENCING 15. LASERCUT METAL TREE 16. FOAM TRIM SURROUND PT-1 SHERWIN WILLIAMS - SW7505 “MANOR HOUSE” PT-2 SHERWIN WILLIAMS - SW6068 “BREVITY BROWN” PT-3 SHERWIN WILLIAMS - SW9088 “UTAUPEIA” PT-4 SHERWIN WILLIAMS - SW0037 “MORRIS ROOM GREY” PT-5 SHERWIN WILLIAMS - SW7571 “CASA BLANCA” 1. EXTERIOR PLASTER - PAINTED: 2. METAL COPING - COLOR TO MATCH “DARK BRONZE” 3. STONE VENEER - THOMPSON BUILDING MATERIALS - AAA FLAGSTONE 4. STONE VENEER - CREATIVE MINES - CRAFT BOARD FORM “MONSOON” 5. STONE VENEER PILASTER - CREATIVE MINES - CRAFT BOARD FORM “MONSOON” 6. ANODIZED ALUMINUM STOREFRONT SYSTEM W/ CLEAR GLAZING “DARK BRONZE” 7. ANODIZED ALUMINUM WINDOW W/ LOW-E GLAZING “DARK BRONZE” 8. METAL CANOPY - COLOR TO MATCH “DARK BRONZE” 9. METAL FLASHING - COLOR TO MATCH ADJACENT SURFACE 10. HOLLOW METAL DOOR - COLOR TO MATCH “DARK BRONZE” 11. METAL CANOPY - POWDER COATED TO MATCH PT-5 12. METAL REVEAL - COLOR TO MATCH ADJACENT SURFACE PT-1 16 3 APPROVED REAR - WEST ELEVATION PROPOSED REAR - NORTH ELEVATION ±46’ - 0”±46’ - 0” Page 30 of 241 PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING Job No. Date Revision 1 2023-456 2024-02-06 2024-01-18 ELEVATIONS 32’16’04’8’ SCALE: 3/32” = 1’-0” 09A- ±32’ - 0”±32’ - 0” LEVEL 4 LEVEL 4 ±46’ - 0”±46’ - 0” T.O. TOWER ±55’ - 6”T.O. TOWER ±55’ - 6” T.O. PARAPET T.O. PARAPET ±22’ - 0”±22’ - 0” LEVEL 3 LEVEL 3 ±12’ - 0”±12’ - 0” LEVEL 2 LEVEL 2 0’ - 0”0’ - 0” LEVEL 1 LEVEL 1 PT-2 16 PT-2 1 PT-3 1 PT-4 1 8 12133142221226744399 MATERIAL LEGEND 11 4’ - 0” 13. STANDING SEAM METAL ROOF 14. WROUGHT IRON FENCING 15. LASERCUT METAL TREE 16. FOAM TRIM SURROUND PT-1 SHERWIN WILLIAMS - SW7505 “MANOR HOUSE” PT-2 SHERWIN WILLIAMS - SW6068 “BREVITY BROWN” PT-3 SHERWIN WILLIAMS - SW9088 “UTAUPEIA” PT-4 SHERWIN WILLIAMS - SW0037 “MORRIS ROOM GREY” PT-5 SHERWIN WILLIAMS - SW7571 “CASA BLANCA” 1. EXTERIOR PLASTER - PAINTED: 2. METAL COPING - COLOR TO MATCH “DARK BRONZE” 3. STONE VENEER - THOMPSON BUILDING MATERIALS - AAA FLAGSTONE 4. STONE VENEER - CREATIVE MINES - CRAFT BOARD FORM “MONSOON” 5. STONE VENEER PILASTER - CREATIVE MINES - CRAFT BOARD FORM “MONSOON” 6. ANODIZED ALUMINUM STOREFRONT SYSTEM W/ CLEAR GLAZING “DARK BRONZE” 7. ANODIZED ALUMINUM WINDOW W/ LOW-E GLAZING “DARK BRONZE” 8. METAL CANOPY - COLOR TO MATCH “DARK BRONZE” 9. METAL FLASHING - COLOR TO MATCH ADJACENT SURFACE 10. HOLLOW METAL DOOR - COLOR TO MATCH “DARK BRONZE” 11. METAL CANOPY - POWDER COATED TO MATCH PT-5 12. METAL REVEAL - COLOR TO MATCH ADJACENT SURFACE APPROVED SIDE - SOUTH ELEVATION APPROVED SIDE - NORTH ELEVATION PROPOSED SIDE - WEST ELEVATION PROPOSED SIDE - EAST ELEVATION Page 31 of 241 PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING Job No. Date Revision 1 2023-456 2024-02-06 2024-01-18 SECTIONS / LINE OF SIGHT 32’24’16’8’4’2’0 SCALE: 1/16” = 1’-0” PL PL 10A- MONTEREY AVENUE MONTEREY AVENUE PARAPET ±46’ - 0” F.F. 212.30’ ±0’ - 0”EL. 211.00’ EL. 211.14’ EL. 212.00’ EL. 212.09’ EL. 212.11’ EL. 211.24’EL. 210.00’ EL. 210.45’ EL. 207.00’ LEVEL 2 ±12’-0” LEVEL 2 ±12’-0” LEVEL 3 ±22’-0” LEVEL 3 ±22’-0” LEVEL 4 ±32’-0” LEVEL 4 ±32’-0” PARAPET ±46’ - 0” TOWER ±55’ - 6” ELEVATOR PENTHOUSE ±47’ - 0”HVAC UNIT, TYP. ±46’ - 0” HVAC UNIT, TYP. ±46’ - 0” ELEVATOR PENTHOUSE ±47’ - 0” TOWER ±55’ - 6” MECHANICAL AREA TOWER ±54’ - 6” PARAPET ±47’ - 6” ±25’ - 0” CURB ±25’ - 0” CURB VIEW FROM STREET ±30’ - 0” VIEW FROM STREET ±30’ - 0” SLOPE / LANDSCAPE AREA F.F. 212.30’ ±0’ - 0” MECHANICAL AREA LINE OF S I G H T LINE OF SIGHT PARAPET ±47’ - 6” TOWER ±54’ - 6” SECTION A-A SECTION B-B 4 1 9 13 20 22 29 20 6 10 5 9 10 21 26 1ccc c c c ccccccccccc cccccccccccc ccccccccccccc cc[ N89°59'23"W 172.21' ][ N38 °04 '50 "W ] [ L=710 . 0 8 , R = 2 0 5 0 . 0 0 , Δ=19°50' 4 6 " ] [ N 89°59'23" W 269.19' ][ N0°00'35"W 242.72' ][ N 28°31'40" E 169.20' ][ N 5 4 ° 3 2 ' 4 0 " E 1 8 1 8 . 7 3 ' ] [ L= 1 1 2 . 1 2 R= 8 4 . 5 0 Δ=76° 0 1 ' 3 6 " ] [ L=43.89, R=213.50, Δ=11°46'42" ] CAV CAV CAVCAVCAV EVEVCAVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVc cc 76'-9" 83' 42' 62'-9" 108'-3" 23'-4"80'-8" 12' 3 7 2 2 EXIT ONLY BLDG 7 RESTAURANT 12 10 11 4 PA T I O PR O P O S E D BU I L D I N G 1 ± 6 , 1 0 0 S . F . 33 8 . 0 0 '296.5'MO N U M E N T SI G N PE T A R E A 2 1 4 TR A I L E R S T A L L LA N D S C A P E A R E A 1 TR A I L E R S T A L L 6 4 3 1 1 6 4 ACC E S S I B L E ON E BE D R O O M LAU N D R Y STO R A G E HOU S E LAU N D R Y ELE V . ELE V . ELE C T R I C A L FO O D P R E P ME C H A N I C A L COR R I D O R SAL E S OFF I C E VES T . WO M E N S BAT HLAU N D R Y CHU T E WO R K AR E A IN A P I N C H STO R A G E GEN E R A L MA N A G E R LAU N C H I N G PAD EXE R C I S E RO O M BR E A K F A S T RO O M HUB WEL C O M E DE S K CO M M U N A L TAB L E BUF F E T ME N S B A T H UP EMP L O Y E E BR E A K R O O M STU D I O STU D I O 3 3 0 DOU B L E QU E E N DOU B L E QU E E N DO U B L E QUE E N MEE T I N G RO O M GUE S T LAU N D R Y UP DO U B L E QU E E N STU D I O STU D I O STU D I O STU D I O ST U D I O STU D I O STU D I O STU D I O ST U D I O STU D I O STU D I O STU D I O STU D I O STU D I O ONEBED R O O M ONEBE D R O O M AC C E S S I B L E ONEBE D R O O M M O N T E R E Y A V E N U EBI O S W A L E 26'-0"21'-4"18'-6"18'-6"11'-5"40'-6"18'-6"26'-0"18'-6"10'-0"18'-6"26'-0"18'-6"9'-0" TYP . 18'- 6 " 26'- 0 " 15'- 0 " 15'- 0 " 15'- 0 "30'-0"EASEMENT30'-0"EASEMENT±0 . 2 8 A C 26'-0"LA N D S C A P E A R E A / DR O P - O F F LS LS ±1 2 8 K E Y S @ 4 L E V E L S H O T E L LS LS LS LS LS LS LS N. A . P . R A I L R O A D & I N T E R S T A T E 1 0 6 5 7 12 8 6 8 7 8 7 7 4 6 7 6 7 6 6 6 EV EV EV EV EV EVEV2 RE C R E A T I O N T U R F (S E E L A N D S C A P I N G P L A N ) PO O L A R E A (S E E L A N D S C A P I N G P L A N ) 39 6 . 7 6 '296.50'15 3 . 3 9 ' 168.78'208.08'214.40'304' - 1 "75'-9"25'- 0 " 67'- 8 "84'-9"136'-1"10'-0" 10'- 0 "18'-1"17'-0"30'-0" STREET SETBACK 12'-0"34'- 5 "5'-6"5'-0" 5'-6" 5'-6"5'-6"5'-6"5'-6"5'-6"5'-6"5'-6"DateJob No. 2023-12-08 2023-456 TOWNEPLACE SUITES AT MONTEREY CROSSING PALM DESERT | CA PEDESTRIAN & VEHICULAR CIRCULATION Scale 1" = 60'-0" 0 10' 50' 75' 100'25'120' 60' N 02 LEGEND PEDESTRIAN CIRCULATION VEHICULAR CIRCULATION PEDESTRIAN ACCESS VEHICULAR ACCESS NKEY PLAN A A B B PL Page 32 of 241 PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING Job No. Date Revision 1 2023-456 2024-02-06 2024-01-18 APPROVED COLOR & MATERIALS FOR REFERENCE ONLY 11A- MONTEREY CROSSING DINAH SHORE DRIVE AND MONTEREY AVENUE PALM DESERT, CALIFORNIA COLOR & MATERIAL BOARD Scale: N.T.S. The plans, ideas, arrangements and designs indicated or represented by this drawing are owned by, and are the property of BICKEL GROUP, and were created and developed solely for use on, and in connection with this specific project, and shall not be used, in whole or in part, for any purpose for which they were not originally intended without written permission from BICKEL GROUP © 2015. December 5, 2016 SHERWIN WILLIAMS SW7505 “MANOR HOUSE” SHERWIN WILLIAMS SW9170 “ACIER” PPG SOLARBAN 70XL SOLAR CONTROL LOW-E GLASS “SOLARBRONZE” PPG SOLARBAN 60 FLOAT GLASS “STARPHIRE” DARK BRONZE ANODIZED ALUMINUM STOREFRONT ANGELUS SPLIT FACE BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS PRECISION BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CHAMPAGNE” ANGELUS SPEC MIX MORTAR TYPE S “MEDIUM TAN” CREATIVE MINES CRAFT BOARD FORM “MONSOON” CORONADO SAND CANYON FLAGSTONE - “DESERT BEIGE” NATURAL FLAGSTONE U.S. STEEL MESH CORTEN AZP RAW PINEAPPLE GROVE DESIGNS CIRCLE SQUARE FRIEZE COLOR TO MATCH BLDG STEEL LANDSCAPE VERTICAL TRELLIS SHERWIN WILLIAMS SW0037 “MORRIS ROOM GREY” SHERWIN WILLIAMS SW6992 “INKWELL” METAL PANEL “COLONIAL RED” SHERWIN WILLIAMS SW6170 “TECHNO GREY” SHERWIN WILLIAMS SW6054 “CANYON CLAY” SHERWIN WILLIAMS SW6166 “ECLIPSE” SHERWIN WILLIAMS SW9088 “UTAUPEIA” U.S. STEEL PERFORATED CORTEN AZP RAW ANGELUS SPLIT FACE BLOCK S.O. COLOR “EBONY” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CINDER WHITE” SHERWIN WILLIAMS SW6068 “BREVITY BROWN” SHERWIN WILLIAMS SW7571 “CASA BLANCA” Page 33 of 241 PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING Job No. Date Revision 1 2023-456 2024-02-06 2024-01-18 HOTEL COLOR & MATERIALS 12A-MONTEREY CROSSING DINAH SHORE DRIVE AND MONTEREY AVENUE PALM DESERT, CALIFORNIA COLOR & MATERIAL BOARD Scale: N.T.S. The plans, ideas, arrangements and designs indicated or represented by this drawing are owned by, and are the property of BICKEL GROUP, and were created and developed solely for use on, and in connection with this specific project, and shall not be used, in whole or in part, for any purpose for which they were not originally intended without written permission from BICKEL GROUP © 2015. December 5, 2016 SHERWIN WILLIAMS SW7505 “MANOR HOUSE” SHERWIN WILLIAMS SW9170 “ACIER” PPG SOLARBAN 70XL SOLAR CONTROL LOW-E GLASS “SOLARBRONZE” PPG SOLARBAN 60 FLOAT GLASS “STARPHIRE” DARK BRONZE ANODIZED ALUMINUM STOREFRONT ANGELUS SPLIT FACE BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS PRECISION BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CHAMPAGNE” ANGELUS SPEC MIX MORTAR TYPE S “MEDIUM TAN” CREATIVE MINES CRAFT BOARD FORM “MONSOON” CORONADO SAND CANYON FLAGSTONE - “DESERT BEIGE” NATURAL FLAGSTONE U.S. STEEL MESH CORTEN AZP RAW PINEAPPLE GROVE DESIGNS CIRCLE SQUARE FRIEZE COLOR TO MATCH BLDG STEEL LANDSCAPE VERTICAL TRELLIS SHERWIN WILLIAMS SW0037 “MORRIS ROOM GREY” SHERWIN WILLIAMS SW6992 “INKWELL” METAL PANEL “COLONIAL RED” SHERWIN WILLIAMS SW6170 “TECHNO GREY” SHERWIN WILLIAMS SW6054 “CANYON CLAY” SHERWIN WILLIAMS SW6166 “ECLIPSE” SHERWIN WILLIAMS SW9088 “UTAUPEIA” U.S. STEEL PERFORATED CORTEN AZP RAW ANGELUS SPLIT FACE BLOCK S.O. COLOR “EBONY” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CINDER WHITE” SHERWIN WILLIAMS SW6068 “BREVITY BROWN” SHERWIN WILLIAMS SW7571 “CASA BLANCA” 6 31 4 & 5 PT-1 PT-3PT-2 PT-4 PT-5 7 8 15 MONTEREY CROSSING DINAH SHORE DRIVE AND MONTEREY AVENUE PALM DESERT, CALIFORNIA COLOR & MATERIAL BOARD Scale: N.T.S. The plans, ideas, arrangements and designs indicated or represented by this drawing are owned by, and are the property of BICKEL GROUP, and were created and developed solely for use on, and in connection with this specific project, and shall not be used, in whole or in part, for any purpose for which they were not originally intended without written permission from BICKEL GROUP © 2015. December 5, 2016 SHERWIN WILLIAMS SW7505 “MANOR HOUSE” SHERWIN WILLIAMS SW9170 “ACIER” PPG SOLARBAN 70XL SOLAR CONTROL LOW-E GLASS “SOLARBRONZE” PPG SOLARBAN 60 FLOAT GLASS “STARPHIRE” DARK BRONZE ANODIZED ALUMINUM STOREFRONT ANGELUS SPLIT FACE BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS PRECISION BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CHAMPAGNE” ANGELUS SPEC MIX MORTAR TYPE S “MEDIUM TAN” CREATIVE MINES CRAFT BOARD FORM “MONSOON” CORONADO SAND CANYON FLAGSTONE - “DESERT BEIGE” NATURAL FLAGSTONE U.S. STEEL MESH CORTEN AZP RAW PINEAPPLE GROVE DESIGNS CIRCLE SQUARE FRIEZE COLOR TO MATCH BLDG STEEL LANDSCAPE VERTICAL TRELLIS SHERWIN WILLIAMS SW0037 “MORRIS ROOM GREY” SHERWIN WILLIAMS SW6992 “INKWELL” METAL PANEL “COLONIAL RED” SHERWIN WILLIAMS SW6170 “TECHNO GREY” SHERWIN WILLIAMS SW6054 “CANYON CLAY” SHERWIN WILLIAMS SW6166 “ECLIPSE” SHERWIN WILLIAMS SW9088 “UTAUPEIA” U.S. STEEL PERFORATED CORTEN AZP RAW ANGELUS SPLIT FACE BLOCK S.O. COLOR “EBONY” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CINDER WHITE” SHERWIN WILLIAMS SW6068 “BREVITY BROWN” SHERWIN WILLIAMS SW7571 “CASA BLANCA” MONTEREY CROSSING DINAH SHORE DRIVE AND MONTEREY AVENUE PALM DESERT, CALIFORNIA COLOR & MATERIAL BOARD Scale: N.T.S. The plans, ideas, arrangements and designs indicated or represented by this drawing are owned by, and are the property of BICKEL GROUP, and were created and developed solely for use on, and in connection with this specific project, and shall not be used, in whole or in part, for any purpose for which they were not originally intended without written permission from BICKEL GROUP © 2015. December 5, 2016 SHERWIN WILLIAMS SW7505 “MANOR HOUSE” SHERWIN WILLIAMS SW9170 “ACIER” PPG SOLARBAN 70XL SOLAR CONTROL LOW-E GLASS “SOLARBRONZE” PPG SOLARBAN 60 FLOAT GLASS “STARPHIRE” DARK BRONZE ANODIZED ALUMINUM STOREFRONT ANGELUS SPLIT FACE BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS PRECISION BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CHAMPAGNE” ANGELUS SPEC MIX MORTAR TYPE S “MEDIUM TAN” CREATIVE MINES CRAFT BOARD FORM “MONSOON” CORONADO SAND CANYON FLAGSTONE - “DESERT BEIGE” NATURAL FLAGSTONE U.S. STEEL MESH CORTEN AZP RAW PINEAPPLE GROVE DESIGNS CIRCLE SQUARE FRIEZE COLOR TO MATCH BLDG STEEL LANDSCAPE VERTICAL TRELLIS SHERWIN WILLIAMS SW0037 “MORRIS ROOM GREY” SHERWIN WILLIAMS SW6992 “INKWELL” METAL PANEL “COLONIAL RED” SHERWIN WILLIAMS SW6170 “TECHNO GREY” SHERWIN WILLIAMS SW6054 “CANYON CLAY” SHERWIN WILLIAMS SW6166 “ECLIPSE” SHERWIN WILLIAMS SW9088 “UTAUPEIA” U.S. STEEL PERFORATED CORTEN AZP RAW ANGELUS SPLIT FACE BLOCK S.O. COLOR “EBONY” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CINDER WHITE” SHERWIN WILLIAMS SW6068 “BREVITY BROWN” SHERWIN WILLIAMS SW7571 “CASA BLANCA” MATERIAL LEGEND 13. STANDING SEAM METAL ROOF 14. WROUGHT IRON FENCING 15. LASERCUT METAL TREE 16. FOAM TRIM SURROUND PT-1 SHERWIN WILLIAMS - SW7505 “MANOR HOUSE” PT-2 SHERWIN WILLIAMS - SW6068 “BREVITY BROWN” PT-3 SHERWIN WILLIAMS - SW9088 “UTAUPEIA” PT-4 SHERWIN WILLIAMS - SW0037 “MORRIS ROOM GREY” PT-5 SHERWIN WILLIAMS - SW7571 “CASA BLANCA” 1. EXTERIOR PLASTER - PAINTED: 2. METAL COPING - COLOR TO MATCH “DARK BRONZE” 3. STONE VENEER - THOMPSON BUILDING MATERIALS - AAA FLAGSTONE 4. STONE VENEER - CREATIVE MINES - CRAFT BOARD FORM “MONSOON” 5. STONE VENEER PILASTER - CREATIVE MINES - CRAFT BOARD FORM “MONSOON” 6. ANODIZED ALUMINUM STOREFRONT SYSTEM W/ CLEAR GLAZING “DARK BRONZE” 7. ANODIZED ALUMINUM WINDOW W/ LOW-E GLAZING “DARK BRONZE” 8. METAL CANOPY - COLOR TO MATCH “DARK BRONZE” 9. METAL FLASHING - COLOR TO MATCH ADJACENT SURFACE 10. HOLLOW METAL DOOR - COLOR TO MATCH “DARK BRONZE” 11. METAL CANOPY - POWDER COATED TO MATCH PT-5 12. METAL REVEAL - COLOR TO MATCH ADJACENT SURFACE Page 34 of 241 PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING Job No. Date Revision 1 2023-456 2024-02-06 2024-01-18 ENLARGED / DETAIL VIEWS 13A- PT-1 PT-3PT-2 PT-4 PT-5 MATERIAL LEGEND 31 MONTEREY CROSSING DINAH SHORE DRIVE AND MONTEREY AVENUE PALM DESERT, CALIFORNIA COLOR & MATERIAL BOARD Scale: N.T.S. The plans, ideas, arrangements and designs indicated or represented by this drawing are owned by, and are the property of BICKEL GROUP, and were created and developed solely for use on, and in connection with this specific project, and shall not be used, in whole or in part, for any purpose for which they were not originally intended without written permission from BICKEL GROUP © 2015. December 5, 2016 SHERWIN WILLIAMS SW7505 “MANOR HOUSE” SHERWIN WILLIAMS SW9170 “ACIER” PPG SOLARBAN 70XL SOLAR CONTROL LOW-E GLASS “SOLARBRONZE” PPG SOLARBAN 60 FLOAT GLASS “STARPHIRE” DARK BRONZE ANODIZED ALUMINUM STOREFRONT ANGELUS SPLIT FACE BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS PRECISION BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CHAMPAGNE” ANGELUS SPEC MIX MORTAR TYPE S “MEDIUM TAN” CREATIVE MINES CRAFT BOARD FORM “MONSOON” CORONADO SAND CANYON FLAGSTONE - “DESERT BEIGE” NATURAL FLAGSTONE U.S. STEEL MESH CORTEN AZP RAW PINEAPPLE GROVE DESIGNS CIRCLE SQUARE FRIEZE COLOR TO MATCH BLDG STEEL LANDSCAPE VERTICAL TRELLIS SHERWIN WILLIAMS SW0037 “MORRIS ROOM GREY” SHERWIN WILLIAMS SW6992 “INKWELL” METAL PANEL “COLONIAL RED” SHERWIN WILLIAMS SW6170 “TECHNO GREY” SHERWIN WILLIAMS SW6054 “CANYON CLAY” SHERWIN WILLIAMS SW6166 “ECLIPSE” SHERWIN WILLIAMS SW9088 “UTAUPEIA” U.S. STEEL PERFORATED CORTEN AZP RAW ANGELUS SPLIT FACE BLOCK S.O. COLOR “EBONY” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CINDER WHITE” SHERWIN WILLIAMS SW6068 “BREVITY BROWN” SHERWIN WILLIAMS SW7571 “CASA BLANCA” MONTEREY CROSSING DINAH SHORE DRIVE AND MONTEREY AVENUE PALM DESERT, CALIFORNIA COLOR & MATERIAL BOARD Scale: N.T.S. The plans, ideas, arrangements and designs indicated or represented by this drawing are owned by, and are the property of BICKEL GROUP, and were created and developed solely for use on, and in connection with this specific project, and shall not be used, in whole or in part, for any purpose for which they were not originally intended without written permission from BICKEL GROUP © 2015. December 5, 2016 SHERWIN WILLIAMS SW7505 “MANOR HOUSE” SHERWIN WILLIAMS SW9170 “ACIER” PPG SOLARBAN 70XL SOLAR CONTROL LOW-E GLASS “SOLARBRONZE” PPG SOLARBAN 60 FLOAT GLASS “STARPHIRE” DARK BRONZE ANODIZED ALUMINUM STOREFRONT ANGELUS SPLIT FACE BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS PRECISION BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CHAMPAGNE” ANGELUS SPEC MIX MORTAR TYPE S “MEDIUM TAN” CREATIVE MINES CRAFT BOARD FORM “MONSOON” CORONADO SAND CANYON FLAGSTONE - “DESERT BEIGE” NATURAL FLAGSTONE U.S. STEEL MESH CORTEN AZP RAW PINEAPPLE GROVE DESIGNS CIRCLE SQUARE FRIEZE COLOR TO MATCH BLDG STEEL LANDSCAPE VERTICAL TRELLIS SHERWIN WILLIAMS SW0037 “MORRIS ROOM GREY” SHERWIN WILLIAMS SW6992 “INKWELL” METAL PANEL “COLONIAL RED” SHERWIN WILLIAMS SW6170 “TECHNO GREY” SHERWIN WILLIAMS SW6054 “CANYON CLAY” SHERWIN WILLIAMS SW6166 “ECLIPSE” SHERWIN WILLIAMS SW9088 “UTAUPEIA” U.S. STEEL PERFORATED CORTEN AZP RAW ANGELUS SPLIT FACE BLOCK S.O. COLOR “EBONY” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CINDER WHITE” SHERWIN WILLIAMS SW6068 “BREVITY BROWN” SHERWIN WILLIAMS SW7571 “CASA BLANCA” 6 7 8 PT-2 1 PT-3 1 PT-4 1 PT-1 16 81212118366677 1. EXTERIOR PLASTER - PAINTED: 2. METAL COPING - COLOR TO MATCH “DARK BRONZE” 3. STONE VENEER - THOMPSON BUILDING MATERIALS - AAA FLAGSTONE 4. STONE VENEER - CREATIVE MINES - CRAFT BOARD FORM “MONSOON” 5. STONE VENEER PILASTER - CREATIVE MINES - CRAFT BOARD FORM “MONSOON” 6. ANODIZED ALUMINUM STOREFRONT SYSTEM W/ CLEAR GLAZING “DARK BRONZE” 7. ANODIZED ALUMINUM WINDOW W/ LOW-E GLAZING “DARK BRONZE” 8. METAL CANOPY - COLOR TO MATCH “DARK BRONZE” 9. METAL FLASHING - COLOR TO MATCH ADJACENT SURFACE 10. HOLLOW METAL DOOR - COLOR TO MATCH “DARK BRONZE” 11. METAL CANOPY (FREESTANDING) - POWDER COATED TO MATCH PT-5 12. METAL REVEAL - COLOR TO MATCH ADJACENT SURFACE 13. STANDING SEAM METAL ROOF 14. WROUGHT IRON FENCING 15. LASERCUT METAL TREE 16. FOAM TRIM SURROUND PT-1 SHERWIN WILLIAMS - SW7505 “MANOR HOUSE” PT-2 SHERWIN WILLIAMS - SW6068 “BREVITY BROWN” PT-3 SHERWIN WILLIAMS - SW9088 “UTAUPEIA” PT-4 SHERWIN WILLIAMS - SW0037 “MORRIS ROOM GREY” PT-5 SHERWIN WILLIAMS - SW7571 “CASA BLANCA” 4 1 9 13 20 22 29 20 6 10 5 9 10 21 26 1ccc c c c ccccccccccc cccccccccccc ccccccccccccc cc[ N89°59'23"W 172.21' ][ N38 °04 '50 "W ] [ L=710 . 0 8 , R = 2 0 5 0 . 0 0 , Δ=19°50' 4 6 " ] [ N 89°59'23" W 269.19' ][ N0°00'35"W 242.72' ][ N 28°31'40" E 169.20' ][ N 5 4 ° 3 2 ' 4 0 " E 1 8 1 8 . 7 3 ' ] [ L= 1 1 2 . 1 2 R= 8 4 . 5 0 Δ=76° 0 1 ' 3 6 " ] [ L=43.89, R=213.50, Δ=11°46'42" ] CAV CAV CAVCAVCAV EVEVCAVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVc cc 76'-9" 83' 42' 62'-9" 108'-3" 23'-4"80'-8" 12' 3 7 2 2 EXIT ONLY BLDG 7 RESTAURANT 12 10 11 4 PA T I O PR O P O S E D BU I L D I N G 1 ± 6 , 1 0 0 S . F . 33 8 . 0 0 '296.5'MO N U M E N T SI G N PE T A R E A 2 1 4 TR A I L E R S T A L L LA N D S C A P E A R E A 1 TR A I L E R S T A L L 6 4 3 1 1 6 4 ACC E S S I B L E ON E BE D R O O M LAU N D R Y STO R A G E HOU S E LAU N D R Y ELE V . ELE V . ELE C T R I C A L FO O D P R E P ME C H A N I C A L COR R I D O R SAL E S OFF I C E VES T . WO M E N S BAT HLAU N D R Y CHU T E WO R K AR E A IN A P I N C H STO R A G E GEN E R A L MA N A G E R LAU N C H I N G PAD EXE R C I S E RO O M BR E A K F A S T RO O M HUB WEL C O M E DE S K CO M M U N A L TAB L E BUF F E T ME N S B A T H UP EMP L O Y E E BR E A K R O O M STU D I O STU D I O 3 3 0 DOU B L E QU E E N DOU B L E QU E E N DO U B L E QUE E N MEE T I N G RO O M GUE S T LAU N D R Y UP DO U B L E QU E E N STU D I O STU D I O STU D I O STU D I O ST U D I O STU D I O STU D I O STU D I O ST U D I O STU D I O STU D I O STU D I O STU D I O STU D I O ONEBED R O O M ONEBE D R O O M AC C E S S I B L E ONEBE D R O O M M O N T E R E Y A V E N U EBI O S W A L E 26'-0"21'-4"18'-6"18'-6"11'-5"40'-6"18'-6"26'-0"18'-6"10'-0"18'-6"26'-0"18'-6"9'-0" TYP . 18'- 6 " 26'- 0 " 15'- 0 " 15'- 0 " 15'- 0 "30'-0"EASEMENT30'-0"EASEMENT±0 . 2 8 A C 26'-0"LA N D S C A P E A R E A / DR O P - O F F LS LS ±1 2 8 K E Y S @ 4 L E V E L S H O T E L LS LS LS LS LS LS LS N. A . P . R A I L R O A D & I N T E R S T A T E 1 0 6 5 7 12 8 6 8 7 8 7 7 4 6 7 6 7 6 6 6 EV EV EV EV EV EVEV2 RE C R E A T I O N T U R F (S E E L A N D S C A P I N G P L A N ) PO O L A R E A (S E E L A N D S C A P I N G P L A N ) 39 6 . 7 6 '296.50'15 3 . 3 9 ' 168.78'208.08'214.40'304' - 1 "75'-9"25'- 0 " 67'- 8 "84'-9"136'-1"10'-0" 10'- 0 "18'-1"17'-0"30'-0" STREET SETBACK 12'-0"34'- 5 "5'-6"5'-0" 5'-6" 5'-6"5'-6"5'-6"5'-6"5'-6"5'-6"5'-6"DateJob No. 2023-12-08 2023-456 TOWNEPLACE SUITES AT MONTEREY CROSSING PALM DESERT | CA PEDESTRIAN & VEHICULAR CIRCULATION Scale 1" = 60'-0" 0 10' 50' 75' 100'25'120' 60' N 02 LEGEND PEDESTRIAN CIRCULATION VEHICULAR CIRCULATION PEDESTRIAN ACCESS VEHICULAR ACCESS NKEY PLAN 1 2 1. AERIAL VIEW FROM SOUTH-EAST2. PEDESTRIAN VIEW FROM WEST Page 35 of 241 PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING Job No. Date Revision 1 2023-456 2024-02-06 2024-01-18 ENLARGED / DETAIL VIEWS 14A- MATERIAL LEGEND PT-2 1 PT-2 16 PT-1 16 PT-1 PT-3PT-2 PT-4 PT-5 1 MONTEREY CROSSING DINAH SHORE DRIVE AND MONTEREY AVENUE PALM DESERT, CALIFORNIA COLOR & MATERIAL BOARD Scale: N.T.S. The plans, ideas, arrangements and designs indicated or represented by this drawing are owned by, and are the property of BICKEL GROUP, and were created and developed solely for use on, and in connection with this specific project, and shall not be used, in whole or in part, for any purpose for which they were not originally intended without written permission from BICKEL GROUP © 2015. December 5, 2016 SHERWIN WILLIAMS SW7505 “MANOR HOUSE” SHERWIN WILLIAMS SW9170 “ACIER” PPG SOLARBAN 70XL SOLAR CONTROL LOW-E GLASS “SOLARBRONZE” PPG SOLARBAN 60 FLOAT GLASS “STARPHIRE” DARK BRONZE ANODIZED ALUMINUM STOREFRONT ANGELUS SPLIT FACE BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS PRECISION BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CHAMPAGNE” ANGELUS SPEC MIX MORTAR TYPE S “MEDIUM TAN” CREATIVE MINES CRAFT BOARD FORM “MONSOON” CORONADO SAND CANYON FLAGSTONE - “DESERT BEIGE” NATURAL FLAGSTONE U.S. STEEL MESH CORTEN AZP RAW PINEAPPLE GROVE DESIGNS CIRCLE SQUARE FRIEZE COLOR TO MATCH BLDG STEEL LANDSCAPE VERTICAL TRELLIS SHERWIN WILLIAMS SW0037 “MORRIS ROOM GREY” SHERWIN WILLIAMS SW6992 “INKWELL” METAL PANEL “COLONIAL RED” SHERWIN WILLIAMS SW6170 “TECHNO GREY” SHERWIN WILLIAMS SW6054 “CANYON CLAY” SHERWIN WILLIAMS SW6166 “ECLIPSE” SHERWIN WILLIAMS SW9088 “UTAUPEIA” U.S. STEEL PERFORATED CORTEN AZP RAW ANGELUS SPLIT FACE BLOCK S.O. COLOR “EBONY” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CINDER WHITE” SHERWIN WILLIAMS SW6068 “BREVITY BROWN” SHERWIN WILLIAMS SW7571 “CASA BLANCA” 6 7 8 2931211 8 PT-3 1 PT-4 1 3 MONTEREY CROSSING DINAH SHORE DRIVE AND MONTEREY AVENUE PALM DESERT, CALIFORNIA COLOR & MATERIAL BOARD Scale: N.T.S. The plans, ideas, arrangements and designs indicated or represented by this drawing are owned by, and are the property of BICKEL GROUP, and were created and developed solely for use on, and in connection with this specific project, and shall not be used, in whole or in part, for any purpose for which they were not originally intended without written permission from BICKEL GROUP © 2015. December 5, 2016 SHERWIN WILLIAMS SW7505 “MANOR HOUSE” SHERWIN WILLIAMS SW9170 “ACIER” PPG SOLARBAN 70XL SOLAR CONTROL LOW-E GLASS “SOLARBRONZE” PPG SOLARBAN 60 FLOAT GLASS “STARPHIRE” DARK BRONZE ANODIZED ALUMINUM STOREFRONT ANGELUS SPLIT FACE BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS PRECISION BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CHAMPAGNE” ANGELUS SPEC MIX MORTAR TYPE S “MEDIUM TAN” CREATIVE MINES CRAFT BOARD FORM “MONSOON” CORONADO SAND CANYON FLAGSTONE - “DESERT BEIGE” NATURAL FLAGSTONE U.S. STEEL MESH CORTEN AZP RAW PINEAPPLE GROVE DESIGNS CIRCLE SQUARE FRIEZE COLOR TO MATCH BLDG STEEL LANDSCAPE VERTICAL TRELLIS SHERWIN WILLIAMS SW0037 “MORRIS ROOM GREY” SHERWIN WILLIAMS SW6992 “INKWELL” METAL PANEL “COLONIAL RED” SHERWIN WILLIAMS SW6170 “TECHNO GREY” SHERWIN WILLIAMS SW6054 “CANYON CLAY” SHERWIN WILLIAMS SW6166 “ECLIPSE” SHERWIN WILLIAMS SW9088 “UTAUPEIA” U.S. STEEL PERFORATED CORTEN AZP RAW ANGELUS SPLIT FACE BLOCK S.O. COLOR “EBONY” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CINDER WHITE” SHERWIN WILLIAMS SW6068 “BREVITY BROWN” SHERWIN WILLIAMS SW7571 “CASA BLANCA” FREESTANDING ARRIVAL CANOPY METAL CANOPY METAL COPING WEATHER-RESISTANT BARRIER SHEATHING STONE VENEER OVER CEMENT GROUT - THOMPSON BUILDING MATERIALS - AAA FLAGSTONE1'-0"1'-0"8"2'-9 1/2"8"2'-0" METAL COPING CANOPY STRUCTURAL HEADER BOLTED SCREW C-CHANNEL DARK BRONZE , DARK BRONZE 154 1. EXTERIOR PLASTER - PAINTED: 2. METAL COPING - COLOR TO MATCH “DARK BRONZE” 3. STONE VENEER - THOMPSON BUILDING MATERIALS - AAA FLAGSTONE 4. STONE VENEER - CREATIVE MINES - CRAFT BOARD FORM “MONSOON” 5. STONE VENEER PILASTER - CREATIVE MINES - CRAFT BOARD FORM “MONSOON” 6. ANODIZED ALUMINUM STOREFRONT SYSTEM W/ CLEAR GLAZING “DARK BRONZE” 7. ANODIZED ALUMINUM WINDOW W/ LOW-E GLAZING “DARK BRONZE” 8. METAL CANOPY - COLOR TO MATCH “DARK BRONZE” 9. METAL FLASHING - COLOR TO MATCH ADJACENT SURFACE 10. HOLLOW METAL DOOR - COLOR TO MATCH “DARK BRONZE” 11. METAL CANOPY (FREESTANDING) - POWDER COATED TO MATCH PT-5 12. METAL REVEAL - COLOR TO MATCH ADJACENT SURFACE 13. STANDING SEAM METAL ROOF 14. WROUGHT IRON FENCING 15. LASERCUT METAL TREE 16. FOAM TRIM SURROUND PT-1 SHERWIN WILLIAMS - SW7505 “MANOR HOUSE” PT-2 SHERWIN WILLIAMS - SW6068 “BREVITY BROWN” PT-3 SHERWIN WILLIAMS - SW9088 “UTAUPEIA” PT-4 SHERWIN WILLIAMS - SW0037 “MORRIS ROOM GREY” PT-5 SHERWIN WILLIAMS - SW7571 “CASA BLANCA” 3 PT-4 1 4 1 9 13 20 22 29 20 6 10 5 9 10 21 26 1ccc c c c ccccccccccc cccccccccccc ccccccccccccc cc[ N89°59'23"W 172.21' ][ N38 °04 '50 "W ] [ L=710 . 0 8 , R = 2 0 5 0 . 0 0 , Δ=19°50' 4 6 " ] [ N 89°59'23" W 269.19' ][ N0°00'35"W 242.72' ][ N 28°31'40" E 169.20' ][ N 5 4 ° 3 2 ' 4 0 " E 1 8 1 8 . 7 3 ' ] [ L= 1 1 2 . 1 2 R= 8 4 . 5 0 Δ=76° 0 1 ' 3 6 " ] [ L=43.89, R=213.50, Δ=11°46'42" ] CAV CAV CAVCAVCAV EVEVCAVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVc cc 76'-9" 83' 42' 62'-9" 108'-3" 23'-4"80'-8" 12' 3 7 2 2 EXIT ONLY BLDG 7 RESTAURANT 12 10 11 4 PA T I O PR O P O S E D BU I L D I N G 1 ± 6 , 1 0 0 S . F . 33 8 . 0 0 '296.5'MO N U M E N T SI G N PE T A R E A 2 1 4 TR A I L E R S T A L L LA N D S C A P E A R E A 1 TR A I L E R S T A L L 6 4 3 1 1 6 4 ACC E S S I B L E ON E BE D R O O M LAU N D R Y STO R A G E HOU S E LAU N D R Y ELE V . ELE V . ELE C T R I C A L FO O D P R E P ME C H A N I C A L COR R I D O R SAL E S OFF I C E VES T . WO M E N S BAT HLAU N D R Y CHU T E WO R K AR E A IN A P I N C H STO R A G E GEN E R A L MA N A G E R LAU N C H I N G PAD EXE R C I S E RO O M BR E A K F A S T RO O M HUB WEL C O M E DE S K CO M M U N A L TAB L E BUF F E T ME N S B A T H UP EMP L O Y E E BR E A K R O O M STU D I O STU D I O 3 3 0 DOU B L E QU E E N DOU B L E QU E E N DO U B L E QUE E N MEE T I N G RO O M GUE S T LAU N D R Y UP DO U B L E QU E E N STU D I O STU D I O STU D I O STU D I O ST U D I O STU D I O STU D I O STU D I O ST U D I O STU D I O STU D I O STU D I O STU D I O STU D I O ONEBED R O O M ONEBE D R O O M AC C E S S I B L E ONEBE D R O O M M O N T E R E Y A V E N U EBI O S W A L E 26'-0"21'-4"18'-6"18'-6"11'-5"40'-6"18'-6"26'-0"18'-6"10'-0"18'-6"26'-0"18'-6"9'-0" TYP . 18'- 6 " 26'- 0 " 15'- 0 " 15'- 0 " 15'- 0 "30'-0"EASEMENT30'-0"EASEMENT±0 . 2 8 A C 26'-0"LA N D S C A P E A R E A / DR O P - O F F LS LS ±1 2 8 K E Y S @ 4 L E V E L S H O T E L LS LS LS LS LS LS LS N. A . P . R A I L R O A D & I N T E R S T A T E 1 0 6 5 7 12 8 6 8 7 8 7 7 4 6 7 6 7 6 6 6 EV EV EV EV EV EVEV2 RE C R E A T I O N T U R F (S E E L A N D S C A P I N G P L A N ) PO O L A R E A (S E E L A N D S C A P I N G P L A N ) 39 6 . 7 6 '296.50'15 3 . 3 9 ' 168.78'208.08'214.40'304' - 1 "75'-9"25'- 0 " 67'- 8 "84'-9"136'-1"10'-0" 10'- 0 "18'-1"17'-0"30'-0" STREET SETBACK 12'-0"34'- 5 "5'-6"5'-0" 5'-6" 5'-6"5'-6"5'-6"5'-6"5'-6"5'-6"5'-6"DateJob No. 2023-12-08 2023-456 TOWNEPLACE SUITES AT MONTEREY CROSSING PALM DESERT | CA PEDESTRIAN & VEHICULAR CIRCULATION Scale 1" = 60'-0" 0 10' 50' 75' 100'25'120' 60' N 02 LEGEND PEDESTRIAN CIRCULATION VEHICULAR CIRCULATION PEDESTRIAN ACCESS VEHICULAR ACCESS NKEY PLAN 3 3. AERIAL VIEW FROM SOUTH4. PEDESTRIAN VIEW FROM SOUTH - PARKING 5. PEDESTRIAN VIEW FROM WEST - PARKING SECTION C-C PARAPET DETAILLASERCUT METAL TREE 5 4 C C Page 36 of 241 PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING Job No. Date Revision 1 2023-456 2024-02-06 2024-01-18 ENLARGED / DETAIL VIEWS 15A- MATERIAL LEGEND PT-1 PT-3PT-2 PT-4 PT-5 1 MONTEREY CROSSING DINAH SHORE DRIVE AND MONTEREY AVENUE PALM DESERT, CALIFORNIA COLOR & MATERIAL BOARD Scale: N.T.S. The plans, ideas, arrangements and designs indicated or represented by this drawing are owned by, and are the property of BICKEL GROUP, and were created and developed solely for use on, and in connection with this specific project, and shall not be used, in whole or in part, for any purpose for which they were not originally intended without written permission from BICKEL GROUP © 2015. December 5, 2016 SHERWIN WILLIAMS SW7505 “MANOR HOUSE” SHERWIN WILLIAMS SW9170 “ACIER” PPG SOLARBAN 70XL SOLAR CONTROL LOW-E GLASS “SOLARBRONZE” PPG SOLARBAN 60 FLOAT GLASS “STARPHIRE” DARK BRONZE ANODIZED ALUMINUM STOREFRONT ANGELUS SPLIT FACE BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS PRECISION BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CHAMPAGNE” ANGELUS SPEC MIX MORTAR TYPE S “MEDIUM TAN” CREATIVE MINES CRAFT BOARD FORM “MONSOON” CORONADO SAND CANYON FLAGSTONE - “DESERT BEIGE” NATURAL FLAGSTONE U.S. STEEL MESH CORTEN AZP RAW PINEAPPLE GROVE DESIGNS CIRCLE SQUARE FRIEZE COLOR TO MATCH BLDG STEEL LANDSCAPE VERTICAL TRELLIS SHERWIN WILLIAMS SW0037 “MORRIS ROOM GREY” SHERWIN WILLIAMS SW6992 “INKWELL” METAL PANEL “COLONIAL RED” SHERWIN WILLIAMS SW6170 “TECHNO GREY” SHERWIN WILLIAMS SW6054 “CANYON CLAY” SHERWIN WILLIAMS SW6166 “ECLIPSE” SHERWIN WILLIAMS SW9088 “UTAUPEIA” U.S. STEEL PERFORATED CORTEN AZP RAW ANGELUS SPLIT FACE BLOCK S.O. COLOR “EBONY” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CINDER WHITE” SHERWIN WILLIAMS SW6068 “BREVITY BROWN” SHERWIN WILLIAMS SW7571 “CASA BLANCA” 4 & 5 7 8 MONTEREY CROSSING DINAH SHORE DRIVE AND MONTEREY AVENUE PALM DESERT, CALIFORNIA COLOR & MATERIAL BOARD Scale: N.T.S. The plans, ideas, arrangements and designs indicated or represented by this drawing are owned by, and are the property of BICKEL GROUP, and were created and developed solely for use on, and in connection with this specific project, and shall not be used, in whole or in part, for any purpose for which they were not originally intended without written permission from BICKEL GROUP © 2015. December 5, 2016 SHERWIN WILLIAMS SW7505 “MANOR HOUSE” SHERWIN WILLIAMS SW9170 “ACIER” PPG SOLARBAN 70XL SOLAR CONTROL LOW-E GLASS “SOLARBRONZE” PPG SOLARBAN 60 FLOAT GLASS “STARPHIRE” DARK BRONZE ANODIZED ALUMINUM STOREFRONT ANGELUS SPLIT FACE BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS PRECISION BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CHAMPAGNE” ANGELUS SPEC MIX MORTAR TYPE S “MEDIUM TAN” CREATIVE MINES CRAFT BOARD FORM “MONSOON” CORONADO SAND CANYON FLAGSTONE - “DESERT BEIGE” NATURAL FLAGSTONE U.S. STEEL MESH CORTEN AZP RAW PINEAPPLE GROVE DESIGNS CIRCLE SQUARE FRIEZE COLOR TO MATCH BLDG STEEL LANDSCAPE VERTICAL TRELLIS SHERWIN WILLIAMS SW0037 “MORRIS ROOM GREY” SHERWIN WILLIAMS SW6992 “INKWELL” METAL PANEL “COLONIAL RED” SHERWIN WILLIAMS SW6170 “TECHNO GREY” SHERWIN WILLIAMS SW6054 “CANYON CLAY” SHERWIN WILLIAMS SW6166 “ECLIPSE” SHERWIN WILLIAMS SW9088 “UTAUPEIA” U.S. STEEL PERFORATED CORTEN AZP RAW ANGELUS SPLIT FACE BLOCK S.O. COLOR “EBONY” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CINDER WHITE” SHERWIN WILLIAMS SW6068 “BREVITY BROWN” SHERWIN WILLIAMS SW7571 “CASA BLANCA” 3 MONTEREY CROSSING DINAH SHORE DRIVE AND MONTEREY AVENUE PALM DESERT, CALIFORNIA COLOR & MATERIAL BOARD Scale: N.T.S. The plans, ideas, arrangements and designs indicated or represented by this drawing are owned by, and are the property of BICKEL GROUP, and were created and developed solely for use on, and in connection with this specific project, and shall not be used, in whole or in part, for any purpose for which they were not originally intended without written permission from BICKEL GROUP © 2015. December 5, 2016 SHERWIN WILLIAMS SW7505 “MANOR HOUSE” SHERWIN WILLIAMS SW9170 “ACIER” PPG SOLARBAN 70XL SOLAR CONTROL LOW-E GLASS “SOLARBRONZE” PPG SOLARBAN 60 FLOAT GLASS “STARPHIRE” DARK BRONZE ANODIZED ALUMINUM STOREFRONT ANGELUS SPLIT FACE BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS PRECISION BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CHAMPAGNE” ANGELUS SPEC MIX MORTAR TYPE S “MEDIUM TAN” CREATIVE MINES CRAFT BOARD FORM “MONSOON” CORONADO SAND CANYON FLAGSTONE - “DESERT BEIGE” NATURAL FLAGSTONE U.S. STEEL MESH CORTEN AZP RAW PINEAPPLE GROVE DESIGNS CIRCLE SQUARE FRIEZE COLOR TO MATCH BLDG STEEL LANDSCAPE VERTICAL TRELLIS SHERWIN WILLIAMS SW0037 “MORRIS ROOM GREY” SHERWIN WILLIAMS SW6992 “INKWELL” METAL PANEL “COLONIAL RED” SHERWIN WILLIAMS SW6170 “TECHNO GREY” SHERWIN WILLIAMS SW6054 “CANYON CLAY” SHERWIN WILLIAMS SW6166 “ECLIPSE” SHERWIN WILLIAMS SW9088 “UTAUPEIA” U.S. STEEL PERFORATED CORTEN AZP RAW ANGELUS SPLIT FACE BLOCK S.O. COLOR “EBONY” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CINDER WHITE” SHERWIN WILLIAMS SW6068 “BREVITY BROWN” SHERWIN WILLIAMS SW7571 “CASA BLANCA” 4 4 PT-1 1 3 38672 1. EXTERIOR PLASTER - PAINTED: 2. METAL COPING - COLOR TO MATCH “DARK BRONZE” 3. STONE VENEER - THOMPSON BUILDING MATERIALS - AAA FLAGSTONE 4. STONE VENEER - CREATIVE MINES - CRAFT BOARD FORM “MONSOON” 5. STONE VENEER PILASTER - CREATIVE MINES - CRAFT BOARD FORM “MONSOON” 6. ANODIZED ALUMINUM STOREFRONT SYSTEM W/ CLEAR GLAZING “DARK BRONZE” 7. ANODIZED ALUMINUM WINDOW W/ LOW-E GLAZING “DARK BRONZE” 8. METAL CANOPY - COLOR TO MATCH “DARK BRONZE” 9. METAL FLASHING - COLOR TO MATCH ADJACENT SURFACE 10. HOLLOW METAL DOOR - COLOR TO MATCH “DARK BRONZE” 11. METAL CANOPY (FREESTANDING) - POWDER COATED TO MATCH PT-5 12. METAL REVEAL - COLOR TO MATCH ADJACENT SURFACE 13. STANDING SEAM METAL ROOF 14. WROUGHT IRON FENCING 15. LASERCUT METAL TREE 16. FOAM TRIM SURROUND PT-1 SHERWIN WILLIAMS - SW7505 “MANOR HOUSE” PT-2 SHERWIN WILLIAMS - SW6068 “BREVITY BROWN” PT-3 SHERWIN WILLIAMS - SW9088 “UTAUPEIA” PT-4 SHERWIN WILLIAMS - SW0037 “MORRIS ROOM GREY” PT-5 SHERWIN WILLIAMS - SW7571 “CASA BLANCA” 4 1 9 13 20 22 29 20 6 10 5 9 10 21 26 1ccc c c c ccccccccccc cccccccccccc ccccccccccccc cc[ N89°59'23"W 172.21' ][ N38 °04 '50 "W ] [ L=710 . 0 8 , R = 2 0 5 0 . 0 0 , Δ=19°50' 4 6 " ] [ N 89°59'23" W 269.19' ][ N0°00'35"W 242.72' ][ N 28°31'40" E 169.20' ][ N 5 4 ° 3 2 ' 4 0 " E 1 8 1 8 . 7 3 ' ] [ L= 1 1 2 . 1 2 R= 8 4 . 5 0 Δ=76° 0 1 ' 3 6 " ] [ L=43.89, R=213.50, Δ=11°46'42" ] CAV CAV CAVCAVCAV EVEVCAVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVc cc 76'-9" 83' 42' 62'-9" 108'-3" 23'-4"80'-8" 12' 3 7 2 2 EXIT ONLY BLDG 7 RESTAURANT 12 10 11 4 PA T I O PR O P O S E D BU I L D I N G 1 ± 6 , 1 0 0 S . F . 33 8 . 0 0 '296.5'MO N U M E N T SI G N PE T A R E A 2 1 4 TR A I L E R S T A L L LA N D S C A P E A R E A 1 TR A I L E R S T A L L 6 4 3 1 1 6 4 ACC E S S I B L E ON E BE D R O O M LAU N D R Y STO R A G E HOU S E LAU N D R Y ELE V . ELE V . ELE C T R I C A L FO O D P R E P ME C H A N I C A L COR R I D O R SAL E S OFF I C E VES T . WO M E N S BAT HLAU N D R Y CHU T E WO R K AR E A IN A P I N C H STO R A G E GEN E R A L MA N A G E R LAU N C H I N G PAD EXE R C I S E RO O M BR E A K F A S T RO O M HUB WEL C O M E DE S K CO M M U N A L TAB L E BUF F E T ME N S B A T H UP EMP L O Y E E BR E A K R O O M STU D I O STU D I O 3 3 0 DOU B L E QU E E N DOU B L E QU E E N DO U B L E QUE E N MEE T I N G RO O M GUE S T LAU N D R Y UP DO U B L E QU E E N STU D I O STU D I O STU D I O STU D I O ST U D I O STU D I O STU D I O STU D I O ST U D I O STU D I O STU D I O STU D I O STU D I O STU D I O ONEBED R O O M ONEBE D R O O M AC C E S S I B L E ONEBE D R O O M M O N T E R E Y A V E N U EBI O S W A L E 26'-0"21'-4"18'-6"18'-6"11'-5"40'-6"18'-6"26'-0"18'-6"10'-0"18'-6"26'-0"18'-6"9'-0" TYP . 18'- 6 " 26'- 0 " 15'- 0 " 15'- 0 " 15'- 0 "30'-0"EASEMENT30'-0"EASEMENT±0 . 2 8 A C 26'-0"LA N D S C A P E A R E A / DR O P - O F F LS LS ±1 2 8 K E Y S @ 4 L E V E L S H O T E L LS LS LS LS LS LS LS N. A . P . R A I L R O A D & I N T E R S T A T E 1 0 6 5 7 12 8 6 8 7 8 7 7 4 6 7 6 7 6 6 6 EV EV EV EV EV EVEV2 RE C R E A T I O N T U R F (S E E L A N D S C A P I N G P L A N ) PO O L A R E A (S E E L A N D S C A P I N G P L A N ) 39 6 . 7 6 '296.50'15 3 . 3 9 ' 168.78'208.08'214.40'304' - 1 "75'-9"25'- 0 " 67'- 8 "84'-9"136'-1"10'-0" 10'- 0 "18'-1"17'-0"30'-0" STREET SETBACK 12'-0"34'- 5 "5'-6"5'-0" 5'-6" 5'-6"5'-6"5'-6"5'-6"5'-6"5'-6"5'-6"DateJob No. 2023-12-08 2023-456 TOWNEPLACE SUITES AT MONTEREY CROSSING PALM DESERT | CA PEDESTRIAN & VEHICULAR CIRCULATION Scale 1" = 60'-0" 0 10' 50' 75' 100'25'120' 60' N 02 LEGEND PEDESTRIAN CIRCULATION VEHICULAR CIRCULATION PEDESTRIAN ACCESS VEHICULAR ACCESS NKEY PLAN 67 6. PEDESTRIAN VIEW FROM EAST7. PEDESTRIAN VIEW FROM NORTH-EAST Page 37 of 241 PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING Job No. Date Revision 1 2023-456 2024-02-06 2024-01-18 ENLARGED / DETAIL VIEWS 16A- MATERIAL LEGEND PT-1 PT-3PT-2 PT-4 PT-5 1 234 PT-2 1 PT-1 1 6 74 & 5 MONTEREY CROSSING DINAH SHORE DRIVE AND MONTEREY AVENUE PALM DESERT, CALIFORNIA COLOR & MATERIAL BOARD Scale: N.T.S. The plans, ideas, arrangements and designs indicated or represented by this drawing are owned by, and are the property of BICKEL GROUP, and were created and developed solely for use on, and in connection with this specific project, and shall not be used, in whole or in part, for any purpose for which they were not originally intended without written permission from BICKEL GROUP © 2015. December 5, 2016 SHERWIN WILLIAMS SW7505 “MANOR HOUSE” SHERWIN WILLIAMS SW9170 “ACIER” PPG SOLARBAN 70XL SOLAR CONTROL LOW-E GLASS “SOLARBRONZE” PPG SOLARBAN 60 FLOAT GLASS “STARPHIRE” DARK BRONZE ANODIZED ALUMINUM STOREFRONT ANGELUS SPLIT FACE BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS PRECISION BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CHAMPAGNE” ANGELUS SPEC MIX MORTAR TYPE S “MEDIUM TAN” CREATIVE MINES CRAFT BOARD FORM “MONSOON” CORONADO SAND CANYON FLAGSTONE - “DESERT BEIGE” NATURAL FLAGSTONE U.S. STEEL MESH CORTEN AZP RAW PINEAPPLE GROVE DESIGNS CIRCLE SQUARE FRIEZE COLOR TO MATCH BLDG STEEL LANDSCAPE VERTICAL TRELLIS SHERWIN WILLIAMS SW0037 “MORRIS ROOM GREY” SHERWIN WILLIAMS SW6992 “INKWELL” METAL PANEL “COLONIAL RED” SHERWIN WILLIAMS SW6170 “TECHNO GREY” SHERWIN WILLIAMS SW6054 “CANYON CLAY” SHERWIN WILLIAMS SW6166 “ECLIPSE” SHERWIN WILLIAMS SW9088 “UTAUPEIA” U.S. STEEL PERFORATED CORTEN AZP RAW ANGELUS SPLIT FACE BLOCK S.O. COLOR “EBONY” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CINDER WHITE” SHERWIN WILLIAMS SW6068 “BREVITY BROWN” SHERWIN WILLIAMS SW7571 “CASA BLANCA” 3 MONTEREY CROSSING DINAH SHORE DRIVE AND MONTEREY AVENUE PALM DESERT, CALIFORNIA COLOR & MATERIAL BOARD Scale: N.T.S. The plans, ideas, arrangements and designs indicated or represented by this drawing are owned by, and are the property of BICKEL GROUP, and were created and developed solely for use on, and in connection with this specific project, and shall not be used, in whole or in part, for any purpose for which they were not originally intended without written permission from BICKEL GROUP © 2015. December 5, 2016 SHERWIN WILLIAMS SW7505 “MANOR HOUSE” SHERWIN WILLIAMS SW9170 “ACIER” PPG SOLARBAN 70XL SOLAR CONTROL LOW-E GLASS “SOLARBRONZE” PPG SOLARBAN 60 FLOAT GLASS “STARPHIRE” DARK BRONZE ANODIZED ALUMINUM STOREFRONT ANGELUS SPLIT FACE BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS PRECISION BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CHAMPAGNE” ANGELUS SPEC MIX MORTAR TYPE S “MEDIUM TAN” CREATIVE MINES CRAFT BOARD FORM “MONSOON” CORONADO SAND CANYON FLAGSTONE - “DESERT BEIGE” NATURAL FLAGSTONE U.S. STEEL MESH CORTEN AZP RAW PINEAPPLE GROVE DESIGNS CIRCLE SQUARE FRIEZE COLOR TO MATCH BLDG STEEL LANDSCAPE VERTICAL TRELLIS SHERWIN WILLIAMS SW0037 “MORRIS ROOM GREY” SHERWIN WILLIAMS SW6992 “INKWELL” METAL PANEL “COLONIAL RED” SHERWIN WILLIAMS SW6170 “TECHNO GREY” SHERWIN WILLIAMS SW6054 “CANYON CLAY” SHERWIN WILLIAMS SW6166 “ECLIPSE” SHERWIN WILLIAMS SW9088 “UTAUPEIA” U.S. STEEL PERFORATED CORTEN AZP RAW ANGELUS SPLIT FACE BLOCK S.O. COLOR “EBONY” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CINDER WHITE” SHERWIN WILLIAMS SW6068 “BREVITY BROWN” SHERWIN WILLIAMS SW7571 “CASA BLANCA” PAINT TO MATCH DARK BRONZEPAINT TO MATCH DARK BRONZE PAINT TO MATCH ADJACENT SURFACE ANODIZED DARK BRONZE ALUMINUM WINDOW PT-2PT-3 11 PT-4 1 1. EXTERIOR PLASTER - PAINTED: 2. METAL COPING - COLOR TO MATCH “DARK BRONZE” 3. STONE VENEER - THOMPSON BUILDING MATERIALS - AAA FLAGSTONE 4. STONE VENEER - CREATIVE MINES - CRAFT BOARD FORM “MONSOON” 5. STONE VENEER PILASTER - CREATIVE MINES - CRAFT BOARD FORM “MONSOON” 6. ANODIZED ALUMINUM STOREFRONT SYSTEM W/ CLEAR GLAZING “DARK BRONZE” 7. ANODIZED ALUMINUM WINDOW W/ LOW-E GLAZING “DARK BRONZE” 8. METAL CANOPY - COLOR TO MATCH “DARK BRONZE” 9. METAL FLASHING - COLOR TO MATCH ADJACENT SURFACE 10. HOLLOW METAL DOOR - COLOR TO MATCH “DARK BRONZE” 11. METAL CANOPY (FREESTANDING) - POWDER COATED TO MATCH PT-5 12. METAL REVEAL - COLOR TO MATCH ADJACENT SURFACE 13. STANDING SEAM METAL ROOF 14. WROUGHT IRON FENCING 15. LASERCUT METAL TREE 16. FOAM TRIM SURROUND PT-1 SHERWIN WILLIAMS - SW7505 “MANOR HOUSE” PT-2 SHERWIN WILLIAMS - SW6068 “BREVITY BROWN” PT-3 SHERWIN WILLIAMS - SW9088 “UTAUPEIA” PT-4 SHERWIN WILLIAMS - SW0037 “MORRIS ROOM GREY” PT-5 SHERWIN WILLIAMS - SW7571 “CASA BLANCA” 4 1 1 PT-1 16 4 1 9 13 20 22 29 20 6 10 5 9 10 21 26 1ccc c c c ccccccccccc cccccccccccc ccccccccccccc cc[ N89°59'23"W 172.21' ][ N38 °04 '50 "W ] [ L=710 . 0 8 , R = 2 0 5 0 . 0 0 , Δ=19°50' 4 6 " ] [ N 89°59'23" W 269.19' ][ N0°00'35"W 242.72' ][ N 28°31'40" E 169.20' ][ N 5 4 ° 3 2 ' 4 0 " E 1 8 1 8 . 7 3 ' ] [ L= 1 1 2 . 1 2 R= 8 4 . 5 0 Δ=76° 0 1 ' 3 6 " ] [ L=43.89, R=213.50, Δ=11°46'42" ] CAV CAV CAVCAVCAV EVEVCAVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVc cc 76'-9" 83' 42' 62'-9" 108'-3" 23'-4"80'-8" 12' 3 7 2 2 EXIT ONLY BLDG 7 RESTAURANT 12 10 11 4 PA T I O PR O P O S E D BU I L D I N G 1 ± 6 , 1 0 0 S . F . 33 8 . 0 0 '296.5'MO N U M E N T SI G N PE T A R E A 2 1 4 TR A I L E R S T A L L LA N D S C A P E A R E A 1 TR A I L E R S T A L L 6 4 3 1 1 6 4 ACC E S S I B L E ON E BE D R O O M LAU N D R Y STO R A G E HOU S E LAU N D R Y ELE V . ELE V . ELE C T R I C A L FO O D P R E P ME C H A N I C A L COR R I D O R SAL E S OFF I C E VES T . WO M E N S BAT HLAU N D R Y CHU T E WO R K AR E A IN A P I N C H STO R A G E GEN E R A L MA N A G E R LAU N C H I N G PAD EXE R C I S E RO O M BR E A K F A S T RO O M HUB WEL C O M E DE S K CO M M U N A L TAB L E BUF F E T ME N S B A T H UP EMP L O Y E E BR E A K R O O M STU D I O STU D I O 3 3 0 DOU B L E QU E E N DOU B L E QU E E N DO U B L E QUE E N MEE T I N G RO O M GUE S T LAU N D R Y UP DO U B L E QU E E N STU D I O STU D I O STU D I O STU D I O ST U D I O STU D I O STU D I O STU D I O ST U D I O STU D I O STU D I O STU D I O STU D I O STU D I O ONEBED R O O M ONEBE D R O O M AC C E S S I B L E ONEBE D R O O M M O N T E R E Y A V E N U EBI O S W A L E 26'-0"21'-4"18'-6"18'-6"11'-5"40'-6"18'-6"26'-0"18'-6"10'-0"18'-6"26'-0"18'-6"9'-0" TYP . 18'- 6 " 26'- 0 " 15'- 0 " 15'- 0 " 15'- 0 "30'-0"EASEMENT30'-0"EASEMENT±0 . 2 8 A C 26'-0"LA N D S C A P E A R E A / DR O P - O F F LS LS ±1 2 8 K E Y S @ 4 L E V E L S H O T E L LS LS LS LS LS LS LS N. A . P . R A I L R O A D & I N T E R S T A T E 1 0 6 5 7 12 8 6 8 7 8 7 7 4 6 7 6 7 6 6 6 EV EV EV EV EV EVEV2 RE C R E A T I O N T U R F (S E E L A N D S C A P I N G P L A N ) PO O L A R E A (S E E L A N D S C A P I N G P L A N ) 39 6 . 7 6 '296.50'15 3 . 3 9 ' 168.78'208.08'214.40'304' - 1 "75'-9"25'- 0 " 67'- 8 "84'-9"136'-1"10'-0" 10'- 0 "18'-1"17'-0"30'-0" STREET SETBACK 12'-0"34'- 5 "5'-6"5'-0" 5'-6" 5'-6"5'-6"5'-6"5'-6"5'-6"5'-6"5'-6"DateJob No. 2023-12-08 2023-456 TOWNEPLACE SUITES AT MONTEREY CROSSING PALM DESERT | CA PEDESTRIAN & VEHICULAR CIRCULATION Scale 1" = 60'-0" 0 10' 50' 75' 100'25'120' 60' N 02 LEGEND PEDESTRIAN CIRCULATION VEHICULAR CIRCULATION PEDESTRIAN ACCESS VEHICULAR ACCESS NKEY PLAN 9. AERIAL VIEW FROM SOUTH-EAST 9 8. WINDOW CONDITIONS 8 Page 38 of 241 Job No. Date Revision 1 2023-456 2024-02-06 2024-01-18 FOFOFOFOFOFOFO FOFOFOFOFOFOFO PROPOSED TOWNPLACE SUITES F.F. 212.30 Date Job No. 2023-12-14 23-350 TOWNPLACE SUITES AT MONTEREY CROSSING PALM DESERT | CA DATE: Dec 14, 23 1:15pm by:Mike.Schweitzer FILE:Z:\Projects\2023\23-350\PROD\Planning\DRC\23-350_DRC-C01.dwg REVISIONSMARK DATE AV 10/23 ORIGINAL S 01C- Page 39 of 241 Job No. Date Revision 1 2023-456 2024-02-06 2024-01-18 FOFOFOFOFOFOFO FOFOFOFOFOFOFO PROPOSED TOWNPLACE SUITESF.F. 212.30 Date Job No. 2023-12-14 23-350 TOWNPLACE SUITES AT MONTEREY CROSSING PALM DESERT | CA DATE: Dec 14, 23 1:16pm by:Mike.Schweitzer FILE:Z:\Projects\2023\23-350\PROD\Planning\DRC\23-350_DRC-C02.dwg REVISIONSMARK DATE AV 10/23 ORIGINAL 02C- Page 40 of 241 Job No. Date Revision 1 2023-456 2024-02-06 2024-01-18 ELEV. ELEV. ELECTRICAL MECHANICAL GENERAL MANAGER EXERCISE ROOM UPUP 296.5'22M O N T E R E Y A V E N U ER A I L R O A D & I N T E R S T A T E 1 0 BIOSWALE ±0.28 AC NOT A PART Date Job No. 2024-02-02 23-10615 TOWNPLACE SUITES AT MONTEREY CROSSING PALM DESERT | CA C C incAC U M M I N G S C U R L E Y L a n d s c a p e A r c h i t e c t s and A S S O C I A T E S, I N C LANDSCAPE CONCEPT SITE PLAN Scale 1" = 20'-0" 0 2' 10'20'30'5'40' 20' N 01 SYMBOL DESCRIPTION Pet Pride Pro Synthetic Turf Contact Daryl Green, Green Product Sales. 949-584-7311 4"-8" Baja Cresta Rubble - Southwest Boulder and Stone. Install solid no earth showing 1" below hardscape. (min 3" layer) Install over DeWitt 3.5 oz. Brown Weed Barrier.. Quantities are estimaes and the installer shall perform their own takes offs based on final site 1"-3" Baja Cresta Rubble - Southwest Boulder and Stone. 3" layer min. Install solid no earth showing 1" below hardscape. Install over DeWitt 3.5 oz. Brown Weed Barrier.. Quantities are estimaes and the installer shall perform their own takes offs based on final site NON-LIVING GROUND COVER SCHEDULE DESCRIPTION QTY Landscape Area 31,028 sf LANDSCAPE AREA CALCULATIONS DESCRIPTION QTY Parking Area 21,911 sf Tree Canpy 11,147 sf MWELO PARKING SHADE 21,911 x .50 = 10,955.5 sf required shade 11,147 sf of shade provide. 11,147sf > 10,955.5 sf Scored / Colored Concrete POOL SPA RECREATION TURF Bike Racks Bike Lockers Arizona Cypress Fruitless Olive Hybrid California Fan Palm Italian Stone Pine Fruitless Olive Date Palm SYMBOL QTY BOTANICAL / COMMON NAME CONT TREES 23 Cercidium `Hybrid` AZT / AZT Hybrid Palo Verde 24" Box 8 Cupressus arizonica / Arizona Cypress 24" Box 12 Olea europaea `Swan Hill` / Fruitless Olive 24" Box Multi 20 Olea europaea `Swan Hill` / Fruitless Olive 48" Box Multi 7 Phoenix dactylifera / Date Palm 18` Brown Trunk Skinned 13 Pinus pinea / Italian Stone Pine 36" Box 25 Washingtonia filifera hybrid / Hybrid California Fan Palm 25` BT Clean & Skin SHRUBS 19 Agave americana / Century Plant 5 gal 116 Bougainvillea x `Raspberry Ice` / Raspberry Ice Bougainvillea Trellis 5 gal 69 Caesalpinia mexicana / Mexican Bird of Paradise 5 gal 27 Convolvulus cneorum / Bush Morning Glory 5 gal 44 Echinocactus grusonii / Golden Barrel Cactus 5 gal 55 Euphorbia rigida / Yellow Spurge 5 gal 6 Fouquieria splendens / Ocotillo 4-6 Canes, 36"-48" Tall 113 Hesperaloe parviflora / Red Yucca 5 gal 219 Leucophyllum frutescens `Compacta` / Compact Texas Ranger 5 gal 133 Pennisetum setaceum `Rubrum` / Purple Fountain Grass 5 gal 112 Senna artemisioides / Silver Senna 5 gal PLANT SCHEDULE Site area 124,751.13 sf Landscape area percentage 24.9% AZT Hybrid Palo Verde ELEV. ELEV. ELECTRICAL MECHANICAL GENERAL MANAGER EXERCISE ROOM UPUP 296.5'22M O N T E R E Y A V E N U ER A I L R O A D & I N T E R S T A T E 1 0 BIOSWALE ±0.28 AC NOT A PART Date Job No. 2024-02-02 23-10615 TOWNPLACE SUITES AT MONTEREY CROSSING PALM DESERT | CA C C incAC U M M I N G S C U R L E Y L a n d s c a p e A r c h i t e c t s and A S S O C I A T E S, I N C LANDSCAPE CONCEPT SITE PLAN Scale 1" = 20'-0" 0 2' 10'20'30'5'40' 20' N 01 SYMBOL DESCRIPTION Pet Pride Pro Synthetic Turf Contact Daryl Green, Green Product Sales. 949-584-7311 4"-8" Baja Cresta Rubble - Southwest Boulder and Stone. Install solid no earth showing 1" below hardscape. (min 3" layer) Install over DeWitt 3.5 oz. Brown Weed Barrier.. Quantities are estimaes and the installer shall perform their own takes offs based on final site 1"-3" Baja Cresta Rubble - Southwest Boulder and Stone. 3" layer min. Install solid no earth showing 1" below hardscape. Install over DeWitt 3.5 oz. Brown Weed Barrier.. Quantities are estimaes and the installer shall perform their own takes offs based on final site NON-LIVING GROUND COVER SCHEDULE DESCRIPTION QTY Landscape Area 31,028 sf LANDSCAPE AREA CALCULATIONS DESCRIPTION QTY Parking Area 21,911 sf Tree Canpy 11,147 sf MWELO PARKING SHADE 21,911 x .50 = 10,955.5 sf required shade 11,147 sf of shade provide. 11,147sf > 10,955.5 sf Scored / Colored Concrete POOL SPA RECREATION TURF Bike Racks Bike Lockers Arizona Cypress Fruitless Olive Hybrid California Fan Palm Italian Stone Pine Fruitless Olive Date Palm SYMBOL QTY BOTANICAL / COMMON NAME CONT TREES 23 Cercidium `Hybrid` AZT / AZT Hybrid Palo Verde 24" Box 8 Cupressus arizonica / Arizona Cypress 24" Box 12 Olea europaea `Swan Hill` / Fruitless Olive 24" Box Multi 20 Olea europaea `Swan Hill` / Fruitless Olive 48" Box Multi 7 Phoenix dactylifera / Date Palm 18` Brown Trunk Skinned 13 Pinus pinea / Italian Stone Pine 36" Box 25 Washingtonia filifera hybrid / Hybrid California Fan Palm 25` BT Clean & Skin SHRUBS 19 Agave americana / Century Plant 5 gal 116 Bougainvillea x `Raspberry Ice` / Raspberry Ice Bougainvillea Trellis 5 gal 69 Caesalpinia mexicana / Mexican Bird of Paradise 5 gal 27 Convolvulus cneorum / Bush Morning Glory 5 gal 44 Echinocactus grusonii / Golden Barrel Cactus 5 gal 55 Euphorbia rigida / Yellow Spurge 5 gal 6 Fouquieria splendens / Ocotillo 4-6 Canes, 36"-48" Tall 113 Hesperaloe parviflora / Red Yucca 5 gal 219 Leucophyllum frutescens `Compacta` / Compact Texas Ranger 5 gal 133 Pennisetum setaceum `Rubrum` / Purple Fountain Grass 5 gal 112 Senna artemisioides / Silver Senna 5 gal PLANT SCHEDULE Site area 124,751.13 sf Landscape area percentage 24.9% AZT Hybrid Palo Verde Date Job No. 2023-12-14 23-10615 TOWNPLACE SUITES AT MONTEREY CROSSING PALM DESERT | CA C C incAC U M M I N G S C U R L E Y L a n d s c a p e A r c h i t e c t s and A S S O C I A T E S, I N C LANDSCAPE CONCEPT IMAGERY 02 Phoenix dactylifera Washingtonia filifera HybridOlea europaea `Swan Hill`Cercidium `Hybrid` AZT Pinus pinea Hesperaloe parviflora Senna artemisioides Caesalpinia mexicana Cassia artemisioides Acacia redolens `Desert Carpet` TM Pennisetum setaceum `Rubrum` Cupressus sempervirens Achillea x `Moonshine`Agave americana Leucophyllum frutescens `Compacta` Bougainvillea x `Raspberry Ice`Echinocactus grusonii Fouquieria splendens Convolvulus cneorum 4"-8" Baja Cresta Rubble1"-3" Baja Cresta Rubble 01L-PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING LANDSCAPE CONCEPT SITE PLAN Page 41 of 241 Job No. Date Revision 1 2023-456 2024-02-06 2024-01-18 ELEV. ELEV. ELECTRICAL MECHANICAL GENERAL MANAGER EXERCISE ROOM UPUP 296.5'22M O N T E R E Y A V E N U ER A I L R O A D & I N T E R S T A T E 1 0 BIOSWALE ±0.28 AC NOT A PART Date Job No. 2024-02-02 23-10615 TOWNPLACE SUITES AT MONTEREY CROSSING PALM DESERT | CA C C incAC U M M I N G S C U R L E Y L a n d s c a p e A r c h i t e c t s and A S S O C I A T E S, I N C LANDSCAPE CONCEPT SITE PLAN Scale 1" = 20'-0" 0 2' 10'20'30'5'40' 20' N 01 Scored / Colored Concrete POOL SPA RECREATION TURF Bike Racks Bike Lockers Fruitless Olive Hybrid California Fan Palm Italian Stone Pine Fruitless Olive Date Palm SYMBOL DESCRIPTION Pet Pride Pro Synthetic Turf Contact Daryl Green, Green Product Sales. 949-584-7311 4"-8" Baja Cresta Rubble - Southwest Boulder and Stone. Install solid no earth showing 1" below hardscape. (min 3" layer) Install over DeWitt 3.5 oz. Brown Weed Barrier.. Quantities are estimaes and the installer shall perform their own takes offs based on final site 1"-3" Baja Cresta Rubble - Southwest Boulder and Stone. 3" layer min. Install solid no earth showing 1" below hardscape. Install over DeWitt 3.5 oz. Brown Weed Barrier.. Quantities are estimaes and the installer shall perform their own takes offs based on final site NON-LIVING GROUND COVER SCHEDULE DESCRIPTION QTY Parking Area 21,911 sf Tree Canpy 11,147 sf MWELO PARKING SHADE 11,147 sf of shade provide. 11,147sf > 10,955.5 sf DESCRIPTION QTY Landscape Area 31,028 sf LANDSCAPE AREA CALCULATIONS Site area 124,751.13 sf Landscape area percentage 24.9% Arizona Cypress AZT Hybrid Palo Verde SYMBOL QTY BOTANICAL / COMMON NAME CONT TREES 23 Cercidium `Hybrid` AZT / AZT Hybrid Palo Verde 24" Box 8 Cupressus arizonica / Arizona Cypress 24" Box 12 Olea europaea `Swan Hill` / Fruitless Olive 24" Box Multi 20 Olea europaea `Swan Hill` / Fruitless Olive 48" Box Multi 7 Phoenix dactylifera / Date Palm 18` Brown Trunk Skinned 13 Pinus pinea / Italian Stone Pine 36" Box 25 Washingtonia filifera hybrid / Hybrid California Fan Palm 25` BT Clean & Skin SHRUBS 19 Agave americana / Century Plant 5 gal 116 Bougainvillea x `Raspberry Ice` / Raspberry Ice Bougainvillea Trellis 5 gal 70 Caesalpinia mexicana / Mexican Bird of Paradise 5 gal 27 Convolvulus cneorum / Bush Morning Glory 5 gal 44 Echinocactus grusonii / Golden Barrel Cactus 5 gal 55 Euphorbia rigida / Yellow Spurge 5 gal 6 Fouquieria splendens / Ocotillo 4-6 Canes, 36"-48" Tall 113 Hesperaloe parviflora / Red Yucca 5 gal 219 Leucophyllum frutescens `Compacta` / Compact Texas Ranger 5 gal 133 Pennisetum setaceum `Rubrum` / Purple Fountain Grass 5 gal 112 Senna artemisioides / Silver Senna 5 gal PLANT SCHEDULE ELEV. ELEV. ELECTRICAL MECHANICAL GENERAL MANAGER EXERCISE ROOM UPUP 296.5'22M O N T E R E Y A V E N U ER A I L R O A D & I N T E R S T A T E 1 0 BIOSWALE ±0.28 AC NOT A PART Date Job No. 2024-02-02 23-10615 TOWNPLACE SUITES AT MONTEREY CROSSING PALM DESERT | CA C C incAC U M M I N G S C U R L E Y L a n d s c a p e A r c h i t e c t s and A S S O C I A T E S, I N C LANDSCAPE CONCEPT SITE PLAN Scale 1" = 20'-0" 0 2' 10'20'30'5'40' 20' N 01 SYMBOL DESCRIPTION Pet Pride Pro Synthetic Turf Contact Daryl Green, Green Product Sales. 949-584-7311 4"-8" Baja Cresta Rubble - Southwest Boulder and Stone. Install solid no earth showing 1" below hardscape. (min 3" layer) Install over DeWitt 3.5 oz. Brown Weed Barrier.. Quantities are estimaes and the installer shall perform their own takes offs based on final site 1"-3" Baja Cresta Rubble - Southwest Boulder and Stone. 3" layer min. Install solid no earth showing 1" below hardscape. Install over DeWitt 3.5 oz. Brown Weed Barrier.. Quantities are estimaes and the installer shall perform their own takes offs based on final site NON-LIVING GROUND COVER SCHEDULE DESCRIPTION QTY Landscape Area 31,028 sf LANDSCAPE AREA CALCULATIONS DESCRIPTION QTY Parking Area 21,911 sf Tree Canpy 11,147 sf MWELO PARKING SHADE 21,911 x .50 = 10,955.5 sf required shade 11,147 sf of shade provide. 11,147sf > 10,955.5 sf Scored / Colored Concrete POOL SPA RECREATION TURF Bike Racks Bike Lockers Arizona Cypress Fruitless Olive Hybrid California Fan Palm Italian Stone Pine Fruitless Olive Date Palm SYMBOL QTY BOTANICAL / COMMON NAME CONT TREES 23 Cercidium `Hybrid` AZT / AZT Hybrid Palo Verde 24" Box 8 Cupressus arizonica / Arizona Cypress 24" Box 12 Olea europaea `Swan Hill` / Fruitless Olive 24" Box Multi 20 Olea europaea `Swan Hill` / Fruitless Olive 48" Box Multi 7 Phoenix dactylifera / Date Palm 18` Brown Trunk Skinned 13 Pinus pinea / Italian Stone Pine 36" Box 25 Washingtonia filifera hybrid / Hybrid California Fan Palm 25` BT Clean & Skin SHRUBS 19 Agave americana / Century Plant 5 gal 116 Bougainvillea x `Raspberry Ice` / Raspberry Ice Bougainvillea Trellis 5 gal 69 Caesalpinia mexicana / Mexican Bird of Paradise 5 gal 27 Convolvulus cneorum / Bush Morning Glory 5 gal 44 Echinocactus grusonii / Golden Barrel Cactus 5 gal 55 Euphorbia rigida / Yellow Spurge 5 gal 6 Fouquieria splendens / Ocotillo 4-6 Canes, 36"-48" Tall 113 Hesperaloe parviflora / Red Yucca 5 gal 219 Leucophyllum frutescens `Compacta` / Compact Texas Ranger 5 gal 133 Pennisetum setaceum `Rubrum` / Purple Fountain Grass 5 gal 112 Senna artemisioides / Silver Senna 5 gal PLANT SCHEDULE Site area 124,751.13 sf Landscape area percentage 24.9% AZT Hybrid Palo Verde Date Job No. 2023-12-14 23-10615 TOWNPLACE SUITES AT MONTEREY CROSSING PALM DESERT | CA C C incAC U M M I N G S C U R L E Y L a n d s c a p e A r c h i t e c t s and A S S O C I A T E S, I N C LANDSCAPE CONCEPT IMAGERY 02 Phoenix dactylifera Washingtonia filifera HybridOlea europaea `Swan Hill`Cercidium `Hybrid` AZT Pinus pinea Hesperaloe parviflora Senna artemisioides Caesalpinia mexicana Cassia artemisioides Acacia redolens `Desert Carpet` TM Pennisetum setaceum `Rubrum` Cupressus sempervirens Achillea x `Moonshine`Agave americana Leucophyllum frutescens `Compacta` Bougainvillea x `Raspberry Ice`Echinocactus grusonii Fouquieria splendens Convolvulus cneorum 4"-8" Baja Cresta Rubble1"-3" Baja Cresta Rubble PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING LANDSCAPE CONCEPT SITE PLAN (COLOR)02L- 21,911 x .50 = 10,955.5 sf required shade 11,147 sf of shade provide. 11,147sf > 10,955.5 sf 21,911 x .50 = 10,955.5 sf required shade 11,147 sf of shade provide. 11,147sf > 10,955.5 sf Page 42 of 241 Job No. Date Revision 1 2023-456 2024-02-06 2024-01-18Date Job No. 2023-12-14 23-10615 TOWNPLACE SUITES AT MONTEREY CROSSING PALM DESERT | CA C C incAC U M M I N G S C U R L E Y L a n d s c a p e A r c h i t e c t s and A S S O C I A T E S, I N C LANDSCAPE CONCEPT IMAGERY 02 Phoenix dactylifera Washingtonia filifera HybridOlea europaea `Swan Hill`Cercidium `Hybrid` AZT Pinus pinea Hesperaloe parviflora Senna artemisioides Caesalpinia mexicana Cassia artemisioides Acacia redolens `Desert Carpet` TM Pennisetum setaceum `Rubrum` Cupressus sempervirens Achillea x `Moonshine`Agave americana Leucophyllum frutescens `Compacta` Bougainvillea x `Raspberry Ice`Echinocactus grusonii Fouquieria splendens Convolvulus cneorum 4"-8" Baja Cresta Rubble1"-3" Baja Cresta Rubble Date Job No. 2023-12-14 23-10615 TOWNPLACE SUITES AT MONTEREY CROSSING PALM DESERT | CA C C incAC U M M I N G S C U R L E Y L a n d s c a p e A r c h i t e c t s and A S S O C I A T E S, I N C LANDSCAPE CONCEPT IMAGERY 02 Phoenix dactylifera Washingtonia filifera HybridOlea europaea `Swan Hill`Cercidium `Hybrid` AZT Pinus pinea Hesperaloe parviflora Senna artemisioides Caesalpinia mexicana Cassia artemisioides Acacia redolens `Desert Carpet` TM Pennisetum setaceum `Rubrum` Cupressus sempervirens Achillea x `Moonshine`Agave americana Leucophyllum frutescens `Compacta` Bougainvillea x `Raspberry Ice`Echinocactus grusonii Fouquieria splendens Convolvulus cneorum 4"-8" Baja Cresta Rubble1"-3" Baja Cresta Rubble PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING LANDSCAPE CONCEPT IMAGERY 03L- Page 43 of 241 Job No. Date Revision 1 2023-456 2024-02-06 2024-01-18 https://www.scilights.com/ Scale: Date: Drawn By: Photometry Disclaimer: - Light loss factor (LLF) has been established at 0.912 per industry IES standard. - Refer to Calculation summary for placement of calculation points. I.E.: Workplane, Floor. - Offices, conference rooms, and open work areas are calculated at 2.5' from A.F.F. All other areas will be calculated at floor or at the direction of the client. Controls Disclaimer: - This device diagram is provided using industry recognized software and are provided for estimation purposes only, field conditions need to be verified and might require adjustment of the controls system. - All fixtures must have a 0-10V driver/ballast in order to dim using SCI's controls system Controller. NOTE: Fluorescent fixtures will require a compatible ballast. - SCI Controls System is based on CA-2019 T24 code and might supersede end user requirements. Calculations are provided using industry recognized software and are provided for estimation purposes only. Input data for the calculations corresponds to the information provided to us (assumptions may be made for information that is not provided). It is the responsibility of those using this service to verify that our input data is consistent with expected field conditions. Results of the lighting calculations accurately reflect the input data. However, actual lighting levels will vary depending on field conditions such as Calculations are also subject to the limitations of the software. Due to the above considerations, Southern California Illumination cannot guaranty that actual light levels measured in the field will match our initial calculations. Applications Department: app@scilights.com phone: (949) 622-3000 fax: (949) 622-3095 C:\Users\Esilvas\SCI Lighting Solutions\Applications Dept - P-SL1 PHOTOMETRICS Architects Orange Townplace Suite Monterey Crossing AP4 No. Description Date Exergent #:23-6076 1" = 30' - 0" PHOTOMETRICS SL1P- Luminaire ScheduleSymbolQty Label Arrangement Description 18 S1A SINGLE McGraw Edison GALN-SA2C-740-U-T3 mounted @30Ft 3 S2A BACK-BACK McGraw Edison GALN-SA2C-740-U-T3 mounted@30Ft Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/MinSiteIlluminanceFc3.00 5.2 1.0 3.00 5.20SpillIlluminanceFc0.17 1.8 0.0 N.A.N.A. S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S2A MH: 3 0 S2A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S2A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 1.9 2.3 2.6 2 . 6 2.7 2.7 2.5 2.1 1.7 1.8 2.3 2.5 2.8 2.9 3.0 3.1 2.8 2.5 2.1 1.8 1.6 2.0 2.5 2.7 2.6 2.7 2.8 2.9 2.9 2.7 2.5 2.3 1.8 1.5 1.6 2.0 2.3 2.8 2.9 2.8 2.8 2.8 2 . 9 3 . 0 2 . 9 2.8 2.9 2.4 2 . 0 1.7 1.9 2.3 2.6 3.1 3.0 2 . 9 2.9 2.8 2.8 3.0 3.0 3.1 3.4 2 . 9 2.4 2.0 1.6 1.6 2.1 2.5 3.0 3.5 3 . 4 3.1 2.9 2.8 2.8 2.9 3.2 3.9 4.1 3.8 2.9 2.3 1.8 1.8 2.3 2.8 3.6 4 . 2 4.1 3.6 3.0 2 . 8 2.8 2.9 3.3 4.1 4.6 4.1 3.4 2.8 2.5 2.2 1.9 1.4 1.0 1.8 2.1 2.6 3.1 3.9 4.7 4.6 3 . 9 3.2 3.0 3.0 3.2 3.6 4.4 4.9 4.6 3.9 3 . 4 3.2 3.2 3.1 3.1 2.9 2.9 2.9 2.7 2.6 2.5 2.5 2.5 2.8 2.6 2.6 2.5 2.3 1.9 2.0 2.3 2.6 3.0 3.4 4 . 2 5.0 4.9 4.3 3 . 6 3.4 3.4 3.4 3.9 4.5 5.1 4.8 4.3 3.9 3.8 3.7 3.6 3.6 3.4 3.3 3.4 3.1 3.1 3.0 3.0 3.0 3.2 3.0 3 . 0 3.0 2.7 2.3 2.6 2.9 3.2 3.4 3.7 4.6 5.1 5.1 4.7 4.1 3.9 3.8 3 . 8 4 . 0 4.5 5.2 5.0 4.7 4.5 4.2 4.0 3.8 3.5 3.5 3.4 3.3 3.3 3.3 3.2 3.2 3.1 3.0 3.0 3.0 2 . 9 2.5 2.8 3.0 3.3 3.6 3 . 8 4 . 0 4.3 4.8 4 . 9 4.7 4.6 4.4 4.1 4.0 4.1 4.4 5.0 5.0 5.0 4 . 8 4.5 4.2 3 . 9 3.7 3.5 3.4 3.3 3.3 3.4 3.4 3.2 3.2 3.0 3 . 1 3.4 3.3 3.1 2 . 6 3.0 3.2 3.5 3.7 3.9 4.0 4.2 4.6 4.6 4.7 4.7 4.4 4.2 4.1 4.1 4.2 4 . 8 4.9 5.0 4.9 4.8 4.6 4.2 3.9 3 . 5 3.2 3.1 3.1 3.2 3.2 3 . 1 3.1 3.0 3.2 3.6 3.6 3.2 2.6 2.6 2.9 3.1 3.4 3.6 4 . 0 3 . 8 3.9 4.2 4.5 4.3 4.3 4.2 4.3 3 . 9 3.9 4.2 4.6 4.6 4.7 4.9 5.0 5 . 0 4 . 6 4.3 3.4 3.0 2 . 8 2.9 3.0 3.1 3.2 3.1 3.1 3.5 3.8 3.8 3.2 2.5 2.0 2.6 2.9 2.9 3.0 3.1 3.3 3.2 3 . 3 3.4 3.4 3.1 3.2 3.3 3 . 5 3.4 3.4 3.6 4.0 4.1 4.3 4.7 4.9 4.9 4 . 6 4.2 3 . 4 2.9 2.6 2 . 4 2.5 2.6 2.8 2.8 2.9 3.3 3.7 3.7 3.1 2.4 1.8 2.8 2.7 2 . 4 2.3 2.1 2.1 2.3 2 . 4 2.3 1.9 1.6 1.6 1.7 2.1 2.6 2.8 2.7 2.6 2.7 3.0 3.5 3 . 8 3.9 3.7 3.5 2.7 2.3 1.8 1.6 1.5 1.7 2.1 2.4 2.6 2.8 3.0 3.1 2 . 6 2.1 1.7 2.3 2.3 2.2 1.9 1.6 1.8 2.0 2.3 2.5 2.7 2.7 2.7 2.5 2.2 1.8 1.4 2.5 2.6 2.4 2.0 1.5 2.2 2 . 3 2.2 1.9 1.5 1.6 1.8 2.0 2.0 2.0 1.9 1.9 1 . 8 1.5 1.2 2.4 2 . 7 2.6 2.3 1.4 2.1 2.4 2.2 1.9 1.4 1.4 1.4 1.4 3.0 2.9 2.7 1.3 2.1 2 . 4 2.3 1.9 1.4 3.2 3.1 1.3 2.2 2.5 2.2 1.9 1.3 3.3 3.2 1.6 2.4 2.7 2.1 1.7 1.3 3.2 3.2 1.9 2.3 2.4 2.1 1.7 1.3 2.8 2.8 1.9 2.3 2.4 2.1 1.7 1.3 2.6 2.6 1.6 2.2 2.5 2.1 1.8 1.5 2.5 2 . 6 1.2 2.0 2.3 2.2 2.1 1.9 2.1 2.2 1.2 2.1 2.5 2 . 6 2.8 2.8 2.1 2.2 1.4 2.3 2.9 3.3 3.5 3.3 3.1 2 . 9 2.8 2.6 2.5 2.5 2.6 2.8 2.8 2.8 2.8 2.8 2.6 2.5 2.5 2.6 2.7 2 . 8 2.8 2.8 2.9 2.6 2.5 2 . 5 2.5 2.6 2.8 2.7 2.7 2.6 2.3 2.3 2.4 2.1 1.5 2.4 3.0 3.4 3.8 3 . 5 3.4 3.5 3.4 3.3 3.3 3.3 3.3 3.4 3.3 3.3 3 . 3 3.5 3.3 3.3 3.3 3.3 3 . 3 3.4 3.3 3.3 3.6 3.4 3.3 3.2 3.2 3.2 3.4 3.1 3.0 3.1 2.7 2.6 2 . 4 1.9 1.7 2.4 3.0 3.3 3.4 3.4 3.5 3 . 5 3.6 3.7 3.7 3.6 3.5 3 . 4 3.3 3.4 3.4 3.6 3.7 3 . 7 3.7 3.6 3.5 3.4 3.4 3.4 3.5 3.7 3.7 3.6 3.6 3.4 3.2 3.1 3.0 2 . 9 2.8 2.6 2.2 1.7 1.7 2.4 2 . 9 3 . 2 3 . 2 3.3 3.4 3.5 3.7 3.8 3 . 8 3.7 3.6 3.5 3.4 3.4 3.5 3.7 3.8 3.8 3.8 3.7 3.5 3.4 3.4 3.4 3.6 3.7 3 . 7 3.8 3.7 3.5 3.2 3.1 3 . 0 3.0 2.8 2 . 5 2.0 1.5 1.6 2.2 2.7 3.0 3.2 3.3 3.4 3.4 3.5 3.5 3.5 3.5 3.5 3.4 3.4 3.4 3.4 3.5 3.5 3 . 5 3.5 3.5 3.5 3.4 3.4 3.5 3.4 3.5 3.5 3.5 3 . 5 3.4 3.2 3.2 3.0 2.9 2.6 2.2 1.7 3.1 2 . 9 3.0 3.0 3.2 3.0 3.0 3.0 3.1 3.2 3.1 3.1 3.1 3.4 3.1 3.0 3.0 3.1 3 . 1 3.3 3.1 3.1 3.3 3.1 3 . 0 2.9 3.0 3.1 3.4 3.0 2.9 2.8 2.6 2.3 2.2 2.4 2.5 2.5 2.3 2.1 2.0 2 . 0 2.1 2.3 2.5 2.6 2.6 2 . 4 2.1 2.0 2.0 2.1 2.2 2.5 2.6 2.6 2.5 2.2 2.0 2.0 2.0 2.1 2.4 2.5 2.4 2 . 2 1.9 1.5 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0 . 0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0 . 1 0.1 0.1 0.1 0.0 0.0 0 . 0 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0 . 2 0.2 0.2 0.3 0.3 0.1 0.1 0.2 0.3 0.3 0.5 0.6 0.1 0.1 0.1 0.2 0.4 0.5 0.7 1.0 0.1 0.1 0.2 0.3 0.5 0.7 0.9 0.1 0.1 0.1 0.2 0.4 0.6 0.9 0.1 0 . 1 0.2 0.3 0.4 0.7 1.1 0.1 0.1 0.1 0.2 0.3 0.5 0.8 0.1 0.1 0.2 0.2 0.4 0.7 1.0 0.1 0.1 0.2 0.2 0.3 0.6 1.0 0.1 0.2 0.2 0.3 0.5 1.0 1.4 0.1 0.2 0.2 0.3 0.4 0.7 1.5 0.2 0.2 0.3 0.4 0.6 1.2 0.1 0.2 0.3 0.4 0.6 0.9 1.8 0.1 0.2 0.3 0.4 0.7 1.5 0.1 0.1 0.2 0.3 0.5 0.9 1.8 0.1 0.1 0.2 0.3 0 . 4 0.8 0.1 0 . 1 0.1 0.2 0.2 0.4 0.6 0.1 0.1 0.1 0.1 0 . 2 0.3 0.0 0.1 0.1 0.1 0.1 0.2 0.0 0.1 0.1 0.1 0.1 0 . 1 0.0 0.0 0.1 0 . 1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0 . 1 0.0 0.0 0.0 0 . 1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0 . 1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0 . 1 0.1 0.0 0 . 0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0 . 3 0.5 0.7 0.8 0.7 0.6 0.4 0.4 0.3 0.4 0.5 0.7 0.8 0.8 0.6 0.5 0.4 0 . 3 0.4 0.4 0.6 0.7 0.8 0 . 7 0.5 0.4 0.3 0.3 0.4 0.5 0.7 0.7 0.7 0.5 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.4 0.4 0.3 0.2 0 . 2 0.3 0.3 0.4 0.4 0.4 0 . 4 0.3 0.3 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.3 0.3 0.4 0.4 0 . 4 0.3 0.2 0.2 0.1 0.1 0 . 1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0 . 1 0.2 0.2 0.2 0.3 0.3 0 . 2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0 . 3 0.2 0.2 0.2 0.2 0.2 0 . 2 0.2 0.3 0.2 0.2 0 . 2 0.1 0.1 0.1 0.1 0.1 0 . 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0 . 2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0 . 1 0.1 0.1 0.1 0.2 0.2 0 . 2 0.2 0.1 0.1 0.1 0.1 0 . 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0 . 0 S1A MH: 3 0 https://www.scilights.com/Scale: Date: Photometry Disclaimer: - Light loss factor (LLF) has been established at 0.912 per industry IES standard. - Refer to Calculation summary for placement of calculation points. I.E.: Workplane, Floor. - Offices, conference rooms, and open work areas are calculated at 2.5' from A.F.F. All other areas will be calculated at floor or at the direction of the client. Controls Disclaimer: - This device diagram is provided using industry recognized software and are provided for estimation purposes only, field conditions need to be verified and might require adjustment of the controls system. - All fixtures must have a 0-10V driver/ballast in order to dim using SCI's controls system Controller. NOTE: Fluorescent fixtures will require a compatible ballast. - SCI Controls System is based on CA-2019 T24 code and might supersede end user requirements. Calculations are provided using industry recognized software and are provided for estimation purposes only. Input data for the calculations corresponds to the information provided to us (assumptions may be made for information that is not provided). It is the responsibility of those using this service to verify that our input data is consistent with expected field conditions. Results of the lighting calculations accurately reflect the input data. However, actual lighting levels will vary depending on field conditions such as Calculations are also subject to the limitations of the software. Due to the above considerations, Southern California Illumination cannot guaranty that actual light levels measured in the field will match our initial calculations. Applications Department: app@scilights.com phone: (949) 622-3000 fax: (949) 622-3095 P-SL2 12/6/2023 1" = 20' - 0" - Reflectance levels are per SCI Standard: Ceiling at 0.80, Floors at 0.20, Walls at 0.50 and Objects at 0.50 unless specified by client. Drawn By:AP4 Exergent #:23-6076 Notes: Revision # : C:\Users\Esilvas\SCI Lighting Solutions\Applications Dept - General\Arch Orange\Townplace Suites Monterey Crossing\SITE PLAN - CAD\P-SL2.dwg Townplace Suite Monterey CrossingArchitects Orange Luminaire Schedule Symbol Qty Label Arrangement Description 18 S1A SINGLE McGraw Edison GALN-SA2C-740-U-T3 mounted @30Ft 3 S2A BACK-BACK McGraw Edison GALN-SA2C-740-U-T3 mounted@30Ft Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Site Illuminance Fc 3.00 5.2 1.0 3.00 5.20 Spill Illuminance Fc 0.17 1.8 0.0 N.A.N.A. S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S2A MH: 3 0 S2A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S2A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 1.9 2.3 2.6 2 . 6 2.7 2.7 2.5 2.1 1.7 1.8 2.3 2.5 2.8 2.9 3.0 3.1 2.8 2.5 2.1 1.8 1.6 2.0 2.5 2.7 2.6 2.7 2.8 2.9 2.9 2.7 2.5 2.3 1.8 1.5 1.6 2.0 2.3 2.8 2.9 2.8 2.8 2.8 2 . 9 3 . 0 2 . 9 2.8 2.9 2.4 2 . 0 1.7 1.9 2.3 2.6 3.1 3.0 2 . 9 2.9 2.8 2.8 3.0 3.0 3.1 3.4 2 . 9 2.4 2.0 1.6 1.6 2.1 2.5 3.0 3.5 3 . 4 3.1 2.9 2.8 2.8 2.9 3.2 3.9 4.1 3.8 2.9 2.3 1.8 1.8 2.3 2.8 3.6 4 . 2 4.1 3.6 3.0 2 . 8 2.8 2.9 3.3 4.1 4.6 4.1 3.4 2.8 2.5 2.2 1.9 1.4 1.0 1.8 2.1 2.6 3.1 3.9 4.7 4.6 3 . 9 3.2 3.0 3.0 3.2 3.6 4.4 4.9 4.6 3.9 3 . 4 3.2 3.2 3.1 3.1 2.9 2.9 2.9 2.7 2.6 2.5 2.5 2.5 2.8 2.6 2.6 2.5 2.3 1.9 2.0 2.3 2.6 3.0 3.4 4 . 2 5.0 4.9 4.3 3 . 6 3.4 3.4 3.4 3.9 4.5 5.1 4.8 4.3 3.9 3.8 3.7 3.6 3.6 3.4 3.3 3.4 3.1 3.1 3.0 3.0 3.0 3.2 3.0 3 . 0 3.0 2.7 2.3 2.6 2.9 3.2 3.4 3.7 4.6 5.1 5.1 4.7 4.1 3.9 3.8 3 . 8 4 . 0 4.5 5.2 5.0 4.7 4.5 4.2 4.0 3.8 3.5 3.5 3.4 3.3 3.3 3.3 3.2 3.2 3.1 3.0 3.0 3.0 2 . 9 2.5 2.8 3.0 3.3 3.6 3 . 8 4 . 0 4.3 4.8 4 . 9 4.7 4.6 4.4 4.1 4.0 4.1 4.4 5.0 5.0 5.0 4 . 8 4.5 4.2 3 . 9 3.7 3.5 3.4 3.3 3.3 3.4 3.4 3.2 3.2 3.0 3 . 1 3.4 3.3 3.1 2 . 6 3.0 3.2 3.5 3.7 3.9 4.0 4.2 4.6 4.6 4.7 4.7 4.4 4.2 4.1 4.1 4.2 4 . 8 4.9 5.0 4.9 4.8 4.6 4.2 3.9 3 . 5 3.2 3.1 3.1 3.2 3.2 3 . 1 3.1 3.0 3.2 3.6 3.6 3.2 2.6 2.6 2.9 3.1 3.4 3.6 4 . 0 3 . 8 3.9 4.2 4.5 4.3 4.3 4.2 4.3 3 . 9 3.9 4.2 4.6 4.6 4.7 4.9 5.0 5 . 0 4 . 6 4.3 3.4 3.0 2 . 8 2.9 3.0 3.1 3.2 3.1 3.1 3.5 3.8 3.8 3.2 2.5 2.0 2.6 2.9 2.9 3.0 3.1 3.3 3.2 3 . 3 3.4 3.4 3.1 3.2 3.3 3 . 5 3.4 3.4 3.6 4.0 4.1 4.3 4.7 4.9 4.9 4 . 6 4.2 3 . 4 2.9 2.6 2 . 4 2.5 2.6 2.8 2.8 2.9 3.3 3.7 3.7 3.1 2.4 1.8 2.8 2.7 2 . 4 2.3 2.1 2.1 2.3 2 . 4 2.3 1.9 1.6 1.6 1.7 2.1 2.6 2.8 2.7 2.6 2.7 3.0 3.5 3 . 8 3.9 3.7 3.5 2.7 2.3 1.8 1.6 1.5 1.7 2.1 2.4 2.6 2.8 3.0 3.1 2 . 6 2.1 1.7 2.3 2.3 2.2 1.9 1.6 1.8 2.0 2.3 2.5 2.7 2.7 2.7 2.5 2.2 1.8 1.4 2.5 2.6 2.4 2.0 1.5 2.2 2 . 3 2.2 1.9 1.5 1.6 1.8 2.0 2.0 2.0 1.9 1.9 1 . 8 1.5 1.2 2.4 2 . 7 2.6 2.3 1.4 2.1 2.4 2.2 1.9 1.4 1.4 1.4 1.4 3.0 2.9 2.7 1.3 2.1 2 . 4 2.3 1.9 1.4 3.2 3.1 1.3 2.2 2.5 2.2 1.9 1.3 3.3 3.2 1.6 2.4 2.7 2.1 1.7 1.3 3.2 3.2 1.9 2.3 2.4 2.1 1.7 1.3 2.8 2.8 1.9 2.3 2.4 2.1 1.7 1.3 2.6 2.6 1.6 2.2 2.5 2.1 1.8 1.5 2.5 2 . 6 1.2 2.0 2.3 2.2 2.1 1.9 2.1 2.2 1.2 2.1 2.5 2 . 6 2.8 2.8 2.1 2.2 1.4 2.3 2.9 3.3 3.5 3.3 3.1 2 . 9 2.8 2.6 2.5 2.5 2.6 2.8 2.8 2.8 2.8 2.8 2.6 2.5 2.5 2.6 2.7 2 . 8 2.8 2.8 2.9 2.6 2.5 2 . 5 2.5 2.6 2.8 2.7 2.7 2.6 2.3 2.3 2.4 2.1 1.5 2.4 3.0 3.4 3.8 3 . 5 3.4 3.5 3.4 3.3 3.3 3.3 3.3 3.4 3.3 3.3 3 . 3 3.5 3.3 3.3 3.3 3.3 3 . 3 3.4 3.3 3.3 3.6 3.4 3.3 3.2 3.2 3.2 3.4 3.1 3.0 3.1 2.7 2.6 2 . 4 1.9 1.7 2.4 3.0 3.3 3.4 3.4 3.5 3 . 5 3.6 3.7 3.7 3.6 3.5 3 . 4 3.3 3.4 3.4 3.6 3.7 3 . 7 3.7 3.6 3.5 3.4 3.4 3.4 3.5 3.7 3.7 3.6 3.6 3.4 3.2 3.1 3.0 2 . 9 2.8 2.6 2.2 1.7 1.7 2.4 2 . 9 3 . 2 3 . 2 3.3 3.4 3.5 3.7 3.8 3 . 8 3.7 3.6 3.5 3.4 3.4 3.5 3.7 3.8 3.8 3.8 3.7 3.5 3.4 3.4 3.4 3.6 3.7 3 . 7 3.8 3.7 3.5 3.2 3.1 3 . 0 3.0 2.8 2 . 5 2.0 1.5 1.6 2.2 2.7 3.0 3.2 3.3 3.4 3.4 3.5 3.5 3.5 3.5 3.5 3.4 3.4 3.4 3.4 3.5 3.5 3 . 5 3.5 3.5 3.5 3.4 3.4 3.5 3.4 3.5 3.5 3.5 3 . 5 3.4 3.2 3.2 3.0 2.9 2.6 2.2 1.7 3.1 2 . 9 3.0 3.0 3.2 3.0 3.0 3.0 3.1 3.2 3.1 3.1 3.1 3.4 3.1 3.0 3.0 3.1 3 . 1 3.3 3.1 3.1 3.3 3.1 3 . 0 2.9 3.0 3.1 3.4 3.0 2.9 2.8 2.6 2.3 2.2 2.4 2.5 2.5 2.3 2.1 2.0 2 . 0 2.1 2.3 2.5 2.6 2.6 2 . 4 2.1 2.0 2.0 2.1 2.2 2.5 2.6 2.6 2.5 2.2 2.0 2.0 2.0 2.1 2.4 2.5 2.4 2 . 2 1.9 1.5 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0 . 0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0 . 1 0.1 0.1 0.1 0.0 0.0 0 . 0 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0 . 2 0.2 0.2 0.3 0.3 0.1 0.1 0.2 0.3 0.3 0.5 0.6 0.1 0.1 0.1 0.2 0.4 0.5 0.7 1.0 0.1 0.1 0.2 0.3 0.5 0.7 0.9 0.1 0.1 0.1 0.2 0.4 0.6 0.9 0.1 0 . 1 0.2 0.3 0.4 0.7 1.1 0.1 0.1 0.1 0.2 0.3 0.5 0.8 0.1 0.1 0.2 0.2 0.4 0.7 1.0 0.1 0.1 0.2 0.2 0.3 0.6 1.0 0.1 0.2 0.2 0.3 0.5 1.0 1.4 0.1 0.2 0.2 0.3 0.4 0.7 1.5 0.2 0.2 0.3 0.4 0.6 1.2 0.1 0.2 0.3 0.4 0.6 0.9 1.8 0.1 0.2 0.3 0.4 0.7 1.5 0.1 0.1 0.2 0.3 0.5 0.9 1.8 0.1 0.1 0.2 0.3 0 . 4 0.8 0.1 0 . 1 0.1 0.2 0.2 0.4 0.6 0.1 0.1 0.1 0.1 0 . 2 0.3 0.0 0.1 0.1 0.1 0.1 0.2 0.0 0.1 0.1 0.1 0.1 0 . 1 0.0 0.0 0.1 0 . 1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0 . 1 0.0 0.0 0.0 0 . 1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0 . 1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0 . 1 0.1 0.0 0 . 0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0 . 3 0.5 0.7 0.8 0.7 0.6 0.4 0.4 0.3 0.4 0.5 0.7 0.8 0.8 0.6 0.5 0.4 0 . 3 0.4 0.4 0.6 0.7 0.8 0 . 7 0.5 0.4 0.3 0.3 0.4 0.5 0.7 0.7 0.7 0.5 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.4 0.4 0.3 0.2 0 . 2 0.3 0.3 0.4 0.4 0.4 0 . 4 0.3 0.3 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.3 0.3 0.4 0.4 0 . 4 0.3 0.2 0.2 0.1 0.1 0 . 1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0 . 1 0.2 0.2 0.2 0.3 0.3 0 . 2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0 . 3 0.2 0.2 0.2 0.2 0.2 0 . 2 0.2 0.3 0.2 0.2 0 . 2 0.1 0.1 0.1 0.1 0.1 0 . 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0 . 2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0 . 1 0.1 0.1 0.1 0.2 0.2 0 . 2 0.2 0.1 0.1 0.1 0.1 0 . 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0 . 0 S1A MH: 3 0 https://www.scilights.com/ Scale: Date: Photometry Disclaimer: - Light loss factor (LLF) has been established at 0.912 per industry IES standard. - Refer to Calculation summary for placement of calculation points. I.E.: Workplane, Floor. - Offices, conference rooms, and open work areas are calculated at 2.5' from A.F.F. All other areas will be calculated at floor or at the direction of the client. Controls Disclaimer: - This device diagram is provided using industry recognized software and are provided for estimation purposes only, field conditions need to be verified and might require adjustment of the controls system. - All fixtures must have a 0-10V driver/ballast in order to dim using SCI's controls system Controller. NOTE: Fluorescent fixtures will require a compatible ballast. - SCI Controls System is based on CA-2019 T24 code and might supersede end user requirements. Calculations are provided using industry recognized software and are provided for estimation purposes only. Input data for the calculations corresponds to the information provided to us (assumptions may be made for information that is not provided). It is the responsibility of those using this service to verify that our input data is consistent with expected field conditions. Results of the lighting calculations accurately reflect the input data. However, actual lighting levels will vary depending on field conditions such as Calculations are also subject to the limitations of the software. Due to the above considerations, Southern California Illumination cannot guaranty that actual light levels measured in the field will match our initial calculations. Applications Department: app@scilights.com phone: (949) 622-3000 fax: (949) 622-3095 P-SL2 12/6/2023 1" = 20' - 0" - Reflectance levels are per SCI Standard: Ceiling at 0.80, Floors at 0.20, Walls at 0.50 and Objects at 0.50 unless specified by client. Drawn By:AP4 Exergent #:23-6076 Notes: Revision # : C:\Users\Esilvas\SCI Lighting Solutions\Applications Dept - General\Arch Orange\Townplace Suites Monterey Crossing\SITE PLAN - CAD\P-SL2.dwg Townplace Suite Monterey CrossingArchitects Orange Luminaire Schedule Symbol Qty Label Arrangement Description 18 S1A SINGLE McGraw Edison GALN-SA2C-740-U-T3 mounted @30Ft 3 S2A BACK-BACK McGraw Edison GALN-SA2C-740-U-T3 mounted@30Ft Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Site Illuminance Fc 3.00 5.2 1.0 3.00 5.20 Spill Illuminance Fc 0.17 1.8 0.0 N.A.N.A. S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S2A MH: 3 0 S2A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S2A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 1.9 2.3 2.6 2 . 6 2.7 2.7 2.5 2.1 1.7 1.8 2.3 2.5 2.8 2.9 3.0 3.1 2.8 2.5 2.1 1.8 1.6 2.0 2.5 2.7 2.6 2.7 2.8 2.9 2.9 2.7 2.5 2.3 1.8 1.5 1.6 2.0 2.3 2.8 2.9 2.8 2.8 2.8 2 . 9 3 . 0 2 . 9 2.8 2.9 2.4 2 . 0 1.7 1.9 2.3 2.6 3.1 3.0 2 . 9 2.9 2.8 2.8 3.0 3.0 3.1 3.4 2 . 9 2.4 2.0 1.6 1.6 2.1 2.5 3.0 3.5 3 . 4 3.1 2.9 2.8 2.8 2.9 3.2 3.9 4.1 3.8 2.9 2.3 1.8 1.8 2.3 2.8 3.6 4 . 2 4.1 3.6 3.0 2 . 8 2.8 2.9 3.3 4.1 4.6 4.1 3.4 2.8 2.5 2.2 1.9 1.4 1.0 1.8 2.1 2.6 3.1 3.9 4.7 4.6 3 . 9 3.2 3.0 3.0 3.2 3.6 4.4 4.9 4.6 3.9 3 . 4 3.2 3.2 3.1 3.1 2.9 2.9 2.9 2.7 2.6 2.5 2.5 2.5 2.8 2.6 2.6 2.5 2.3 1.9 2.0 2.3 2.6 3.0 3.4 4 . 2 5.0 4.9 4.3 3 . 6 3.4 3.4 3.4 3.9 4.5 5.1 4.8 4.3 3.9 3.8 3.7 3.6 3.6 3.4 3.3 3.4 3.1 3.1 3.0 3.0 3.0 3.2 3.0 3 . 0 3.0 2.7 2.3 2.6 2.9 3.2 3.4 3.7 4.6 5.1 5.1 4.7 4.1 3.9 3.8 3 . 8 4 . 0 4.5 5.2 5.0 4.7 4.5 4.2 4.0 3.8 3.5 3.5 3.4 3.3 3.3 3.3 3.2 3.2 3.1 3.0 3.0 3.0 2 . 9 2.5 2.8 3.0 3.3 3.6 3 . 8 4 . 0 4.3 4.8 4 . 9 4.7 4.6 4.4 4.1 4.0 4.1 4.4 5.0 5.0 5.0 4 . 8 4.5 4.2 3 . 9 3.7 3.5 3.4 3.3 3.3 3.4 3.4 3.2 3.2 3.0 3 . 1 3.4 3.3 3.1 2 . 6 3.0 3.2 3.5 3.7 3.9 4.0 4.2 4.6 4.6 4.7 4.7 4.4 4.2 4.1 4.1 4.2 4 . 8 4.9 5.0 4.9 4.8 4.6 4.2 3.9 3 . 5 3.2 3.1 3.1 3.2 3.2 3 . 1 3.1 3.0 3.2 3.6 3.6 3.2 2.6 2.6 2.9 3.1 3.4 3.6 4 . 0 3 . 8 3.9 4.2 4.5 4.3 4.3 4.2 4.3 3 . 9 3.9 4.2 4.6 4.6 4.7 4.9 5.0 5 . 0 4 . 6 4.3 3.4 3.0 2 . 8 2.9 3.0 3.1 3.2 3.1 3.1 3.5 3.8 3.8 3.2 2.5 2.0 2.6 2.9 2.9 3.0 3.1 3.3 3.2 3 . 3 3.4 3.4 3.1 3.2 3.3 3 . 5 3.4 3.4 3.6 4.0 4.1 4.3 4.7 4.9 4.9 4 . 6 4.2 3 . 4 2.9 2.6 2 . 4 2.5 2.6 2.8 2.8 2.9 3.3 3.7 3.7 3.1 2.4 1.8 2.8 2.7 2 . 4 2.3 2.1 2.1 2.3 2 . 4 2.3 1.9 1.6 1.6 1.7 2.1 2.6 2.8 2.7 2.6 2.7 3.0 3.5 3 . 8 3.9 3.7 3.5 2.7 2.3 1.8 1.6 1.5 1.7 2.1 2.4 2.6 2.8 3.0 3.1 2 . 6 2.1 1.7 2.3 2.3 2.2 1.9 1.6 1.8 2.0 2.3 2.5 2.7 2.7 2.7 2.5 2.2 1.8 1.4 2.5 2.6 2.4 2.0 1.5 2.2 2 . 3 2.2 1.9 1.5 1.6 1.8 2.0 2.0 2.0 1.9 1.9 1 . 8 1.5 1.2 2.4 2 . 7 2.6 2.3 1.4 2.1 2.4 2.2 1.9 1.4 1.4 1.4 1.4 3.0 2.9 2.7 1.3 2.1 2 . 4 2.3 1.9 1.4 3.2 3.1 1.3 2.2 2.5 2.2 1.9 1.3 3.3 3.2 1.6 2.4 2.7 2.1 1.7 1.3 3.2 3.2 1.9 2.3 2.4 2.1 1.7 1.3 2.8 2.8 1.9 2.3 2.4 2.1 1.7 1.3 2.6 2.6 1.6 2.2 2.5 2.1 1.8 1.5 2.5 2 . 6 1.2 2.0 2.3 2.2 2.1 1.9 2.1 2.2 1.2 2.1 2.5 2 . 6 2.8 2.8 2.1 2.2 1.4 2.3 2.9 3.3 3.5 3.3 3.1 2 . 9 2.8 2.6 2.5 2.5 2.6 2.8 2.8 2.8 2.8 2.8 2.6 2.5 2.5 2.6 2.7 2 . 8 2.8 2.8 2.9 2.6 2.5 2 . 5 2.5 2.6 2.8 2.7 2.7 2.6 2.3 2.3 2.4 2.1 1.5 2.4 3.0 3.4 3.8 3 . 5 3.4 3.5 3.4 3.3 3.3 3.3 3.3 3.4 3.3 3.3 3 . 3 3.5 3.3 3.3 3.3 3.3 3 . 3 3.4 3.3 3.3 3.6 3.4 3.3 3.2 3.2 3.2 3.4 3.1 3.0 3.1 2.7 2.6 2 . 4 1.9 1.7 2.4 3.0 3.3 3.4 3.4 3.5 3 . 5 3.6 3.7 3.7 3.6 3.5 3 . 4 3.3 3.4 3.4 3.6 3.7 3 . 7 3.7 3.6 3.5 3.4 3.4 3.4 3.5 3.7 3.7 3.6 3.6 3.4 3.2 3.1 3.0 2 . 9 2.8 2.6 2.2 1.7 1.7 2.4 2 . 9 3 . 2 3 . 2 3.3 3.4 3.5 3.7 3.8 3 . 8 3.7 3.6 3.5 3.4 3.4 3.5 3.7 3.8 3.8 3.8 3.7 3.5 3.4 3.4 3.4 3.6 3.7 3 . 7 3.8 3.7 3.5 3.2 3.1 3 . 0 3.0 2.8 2 . 5 2.0 1.5 1.6 2.2 2.7 3.0 3.2 3.3 3.4 3.4 3.5 3.5 3.5 3.5 3.5 3.4 3.4 3.4 3.4 3.5 3.5 3 . 5 3.5 3.5 3.5 3.4 3.4 3.5 3.4 3.5 3.5 3.5 3 . 5 3.4 3.2 3.2 3.0 2.9 2.6 2.2 1.7 3.1 2 . 9 3.0 3.0 3.2 3.0 3.0 3.0 3.1 3.2 3.1 3.1 3.1 3.4 3.1 3.0 3.0 3.1 3 . 1 3.3 3.1 3.1 3.3 3.1 3 . 0 2.9 3.0 3.1 3.4 3.0 2.9 2.8 2.6 2.3 2.2 2.4 2.5 2.5 2.3 2.1 2.0 2 . 0 2.1 2.3 2.5 2.6 2.6 2 . 4 2.1 2.0 2.0 2.1 2.2 2.5 2.6 2.6 2.5 2.2 2.0 2.0 2.0 2.1 2.4 2.5 2.4 2 . 2 1.9 1.5 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0 . 0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0 . 1 0.1 0.1 0.1 0.0 0.0 0 . 0 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0 . 2 0.2 0.2 0.3 0.3 0.1 0.1 0.2 0.3 0.3 0.5 0.6 0.1 0.1 0.1 0.2 0.4 0.5 0.7 1.0 0.1 0.1 0.2 0.3 0.5 0.7 0.9 0.1 0.1 0.1 0.2 0.4 0.6 0.9 0.1 0 . 1 0.2 0.3 0.4 0.7 1.1 0.1 0.1 0.1 0.2 0.3 0.5 0.8 0.1 0.1 0.2 0.2 0.4 0.7 1.0 0.1 0.1 0.2 0.2 0.3 0.6 1.0 0.1 0.2 0.2 0.3 0.5 1.0 1.4 0.1 0.2 0.2 0.3 0.4 0.7 1.5 0.2 0.2 0.3 0.4 0.6 1.2 0.1 0.2 0.3 0.4 0.6 0.9 1.8 0.1 0.2 0.3 0.4 0.7 1.5 0.1 0.1 0.2 0.3 0.5 0.9 1.8 0.1 0.1 0.2 0.3 0 . 4 0.8 0.1 0 . 1 0.1 0.2 0.2 0.4 0.6 0.1 0.1 0.1 0.1 0 . 2 0.3 0.0 0.1 0.1 0.1 0.1 0.2 0.0 0.1 0.1 0.1 0.1 0 . 1 0.0 0.0 0.1 0 . 1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0 . 1 0.0 0.0 0.0 0 . 1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0 . 1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0 . 1 0.1 0.0 0 . 0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0 . 3 0.5 0.7 0.8 0.7 0.6 0.4 0.4 0.3 0.4 0.5 0.7 0.8 0.8 0.6 0.5 0.4 0 . 3 0.4 0.4 0.6 0.7 0.8 0 . 7 0.5 0.4 0.3 0.3 0.4 0.5 0.7 0.7 0.7 0.5 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.4 0.4 0.3 0.2 0 . 2 0.3 0.3 0.4 0.4 0.4 0 . 4 0.3 0.3 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.3 0.3 0.4 0.4 0 . 4 0.3 0.2 0.2 0.1 0.1 0 . 1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0 . 1 0.2 0.2 0.2 0.3 0.3 0 . 2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0 . 3 0.2 0.2 0.2 0.2 0.2 0 . 2 0.2 0.3 0.2 0.2 0 . 2 0.1 0.1 0.1 0.1 0.1 0 . 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0 . 2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0 . 1 0.1 0.1 0.1 0.2 0.2 0 . 2 0.2 0.1 0.1 0.1 0.1 0 . 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0 . 0 S1A MH: 3 0 https://www.scilights.com/ Scale: Date: Photometry Disclaimer: - Light loss factor (LLF) has been established at 0.912 per industry IES standard. - Refer to Calculation summary for placement of calculation points. I.E.: Workplane, Floor. - Offices, conference rooms, and open work areas are calculated at 2.5' from A.F.F. All other areas will be calculated at floor or at the direction of the client. Controls Disclaimer: - This device diagram is provided using industry recognized software and are provided for estimation purposes only, field conditions need to be verified and might require adjustment of the controls system. - All fixtures must have a 0-10V driver/ballast in order to dim using SCI's controls system Controller. NOTE: Fluorescent fixtures will require a compatible ballast. - SCI Controls System is based on CA-2019 T24 code and might supersede end user requirements. Calculations are provided using industry recognized software and are provided for estimation purposes only. Input data for the calculations corresponds to the information provided to us (assumptions may be made for information that is not provided). It is the responsibility of those using this service to verify that our input data is consistent with expected field conditions. Results of the lighting calculations accurately reflect the input data. However, actual lighting levels will vary depending on field conditions such as Calculations are also subject to the limitations of the software. Due to the above considerations, Southern California Illumination cannot guaranty that actual light levels measured in the field will match our initial calculations. Applications Department: app@scilights.com phone: (949) 622-3000 fax: (949) 622-3095 P-SL2 12/6/2023 1" = 20' - 0" - Reflectance levels are per SCI Standard: Ceiling at 0.80, Floors at 0.20, Walls at 0.50 and Objects at 0.50 unless specified by client. Drawn By:AP4 Exergent #:23-6076 Notes: Revision # : C:\Users\Esilvas\SCI Lighting Solutions\Applications Dept - General\Arch Orange\Townplace Suites Monterey Crossing\SITE PLAN - CAD\P-SL2.dwg Townplace Suite Monterey CrossingArchitects Orange Page 44 of 241 Job No. Date Revision 1 2023-456 2024-02-06 2024-01-18 Luminaire Schedule Symbol Qty Label Arrangement Description 18 S1A SINGLE McGraw Edison GALN-SA2C-740-U-T3 mounted @25Ft 3 S2A BACK-BACK McGraw Edison GALN-SA2C-740-U-T3 mounted@25Ft Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Site Illuminance Fc 3.18 6.3 1.0 3.18 6.30 S1A MH: 2 5 S1A MH: 2 5 S1A MH: 2 5 S1A MH: 2 5 S1A MH: 2 5 S1A MH: 2 5 S1A MH: 2 5 S1A MH: 2 5 S1A MH: 2 5 S2A MH: 2 5 S2A MH: 2 5 S1A MH: 2 5 S1A MH: 2 5 S1A MH: 2 5 S1A MH: 2 5 S2A MH: 2 5 S1A MH: 2 5 S1A MH: 2 5 S1A MH: 2 5 S1A MH: 2 5 S1A MH: 2 5 2.0 2.7 3.5 3.3 3.4 3.7 3.0 2.2 1.5 1.6 2.3 2.9 3.2 3.3 3.4 3.5 3.1 2.6 1.9 1.5 1.3 1.8 2.4 2.8 2.8 2.9 3.0 3.0 3.1 2.7 2.2 2.1 1.6 1.3 1.4 1.8 2.1 2.6 2.7 2.7 2.7 2.6 2.7 2.9 2.9 2.8 2.9 2.3 2.0 1.6 1.7 2.3 2.7 3.1 3.0 2.9 2.7 2.5 2.5 2.8 3.1 3.4 3.8 3.2 2.7 2.1 1.4 1.3 2.0 2.7 3.3 3.9 3.6 3.2 2.9 2.4 2.4 2.8 3.3 4.2 4.9 4.2 3.2 2.4 1.6 1.5 2.2 3.0 4.3 5.2 5.0 3.8 3.0 2.5 2.4 2.8 3.5 4.7 5.8 4.9 3.6 2.8 2.3 1.9 1.3 1.8 2.5 3.3 4.6 5.9 5.6 4.1 3.2 2.7 2.6 3.0 3.7 5.1 6.2 5.4 4.0 3.3 3.0 3.0 3.3 3.9 3.5 3.4 3.7 3.0 2.5 2.2 2.3 2.7 3.2 3.3 3.2 1.7 1.9 2.3 2.9 3.6 5.0 6.3 5.9 4.5 3.5 3.0 2.9 3.3 3.9 5.3 6.1 5.6 4.4 3.8 3.5 3.6 3.7 3.8 3.7 3.6 3.6 3.3 2.9 2.6 2.8 3.2 3.4 3.5 3.5 2.6 2.7 2.9 3.4 4.1 5.3 6.2 6.2 5.0 4.1 3.6 3.4 3.7 4.2 4.8 5.6 5.2 4.9 4.5 4.1 3.9 3.9 3.8 3.6 3.5 3.4 3.3 3.1 2.9 3.1 3.3 3.3 3.2 3.2 3.0 2.5 3.2 3.3 3.3 3.5 3.9 4.4 4.9 5.6 5.6 5.2 4.7 4.1 3.9 4.0 4.3 4.7 5.4 5.3 5.3 5.1 4.5 4.2 4.1 3.9 3.7 3.3 3.1 3.0 3.1 3.2 3.2 3.3 3.2 3.3 3.5 3.3 2.9 2.3 3.9 3.5 3.6 3.9 4.2 4.5 4.8 5.2 5.2 5.1 4.8 4.5 4.2 4.1 4.3 4.4 5.1 5.0 5.2 5.1 5.0 4.7 4.4 4.1 3.6 3.0 2.7 2.7 3.0 3.3 3.3 3.3 3.3 3.5 3.9 3.6 2.9 2.2 3.3 3.6 3.4 3.5 3.9 4.3 4.6 4.6 4.9 4.8 4.6 4.3 4.3 4.4 4.4 4.4 4.7 4.8 4.8 4.9 5.1 5.8 5.8 5.3 4.5 3.6 2.8 2.4 2.4 2.9 3.3 3.8 3.7 3.7 3.8 4.4 4.1 3.2 2.3 2.5 3.3 3.4 3.1 3.0 3.2 3.5 3.7 3.8 3.9 3.5 3.1 3.1 3.4 3.7 3.8 3.9 4.0 4.1 4.3 4.6 5.2 6.0 6.2 5.8 4.8 3.7 2.8 2.2 2.1 2.5 2.9 3.4 3.4 3.5 3.8 4.5 4.3 3.3 2.3 2.1 3.2 3.0 2.6 2.1 1.7 1.7 2.1 2.5 2.2 1.5 1.2 1.3 1.4 1.8 2.6 3.0 2.6 2.2 2.5 3.2 3.9 4.7 4.8 4.5 3.8 2.9 2.2 1.5 1.3 1.2 1.5 2.2 2.9 3.0 3.0 3.7 4.0 2.9 2.1 1.8 2.7 2.7 2.3 1.7 1.2 1.5 1.9 2.4 2.9 3.1 3.2 3.1 2.9 2.5 1.8 1.2 2.8 2.1 1.5 2.3 2.4 2.1 1.6 1.1 1.5 1.8 2.1 2.2 2.2 2.2 2.1 1.8 1.4 1.0 3.0 2.4 1.3 2.0 2.2 2.1 1.6 1.0 1.3 1.4 1.3 3.7 3.4 2.9 1.1 2.2 2.5 2.3 1.7 1.0 3.9 3.5 1.2 2.6 2.9 2.5 1.8 1.1 4.0 3.7 1.7 3.2 3.2 2.5 1.8 1.1 4.1 3.9 2.4 3.1 3.2 2.5 1.8 1.2 3.6 3.5 2.5 3.1 3.2 2.5 1.8 1.2 3.4 3.3 1.8 3.1 3.3 2.5 1.9 1.4 3.4 3.2 1.1 2.5 2.7 2.5 2.1 1.8 2.5 2.7 1.0 2.2 2.6 2.6 2.8 3.0 2.2 2.2 1.1 2.1 2.9 3.5 4.0 3.8 3.6 3.5 3.0 2.5 2.2 2.3 2.7 3.1 3.4 3.4 3.4 3.1 2.6 2.3 2.2 2.5 3.0 3.4 3.4 3.4 3.3 2.8 2.3 2.2 2.4 2.8 3.4 3.3 3.3 3.3 2.7 2.4 2.2 1.9 1.2 2.0 2.9 3.6 4.1 4.1 4.0 4.0 3.6 3.2 2.9 2.9 3.4 3.7 3.9 3.9 4.0 3.7 3.4 2.9 2.9 3.2 3.6 4.0 3.9 3.9 3.8 3.5 3.1 2.8 3.1 3.5 3.8 3.8 3.7 3.7 3.1 2.6 2.1 1.6 1.3 2.1 2.9 3.5 3.8 3.8 3.8 3.7 3.8 3.5 3.3 3.4 3.6 3.7 3.7 3.7 3.7 3.8 3.6 3.3 3.3 3.6 3.8 3.7 3.7 3.7 3.8 3.7 3.4 3.3 3.4 3.6 3.7 3.6 3.5 3.4 3.1 2.6 2.0 1.4 1.4 2.2 3.0 3.5 3.6 3.7 3.7 3.8 3.7 3.5 3.5 3.6 3.8 3.7 3.7 3.7 3.8 3.8 3.6 3.4 3.5 3.7 3.8 3.7 3.7 3.8 3.8 3.7 3.5 3.5 3.6 3.7 3.6 3.6 3.5 3.4 3.0 2.4 1.7 1.2 1.4 2.1 2.9 3.4 3.5 3.7 3.7 3.7 3.5 3.2 3.2 3.4 3.7 3.7 3.7 3.7 3.7 3.6 3.3 3.1 3.4 3.6 3.7 3.7 3.7 3.7 3.6 3.4 3.1 3.2 3.5 3.7 3.6 3.6 3.5 3.3 2.8 2.0 1.4 3.4 3.5 3.6 3.8 3.5 3.1 2.6 2.6 3.1 3.5 3.8 3.7 3.6 3.7 3.2 2.7 2.6 3.0 3.4 4.1 3.7 3.7 4.1 3.3 2.9 2.5 2.8 3.2 3.7 3.6 3.6 3.7 3.1 2.4 2.5 3.0 3.1 2.9 2.4 1.9 1.7 1.7 2.0 2.5 3.0 3.2 3.0 2.6 2.1 1.7 1.7 1.9 2.3 2.9 3.1 3.1 2.8 2.2 1.8 1.7 1.8 2.2 2.7 3.0 3.1 2.8 2.1 1.5 https://www.scilights.com/ Scale: Date: Drawn By: Photometry Disclaimer: - Light loss factor (LLF) has been established at 0.912 per industry IES standard. - Refer to Calculation summary for placement of calculation points. I.E.: Workplane, Floor. - Offices, conference rooms, and open work areas are calculated at 2.5' from A.F.F. All other areas will be calculated at floor or at the direction of the client. Controls Disclaimer: - This device diagram is provided using industry recognized software and are provided for estimation purposes only, field conditions need to be verified and might require adjustment of the controls system. - All fixtures must have a 0-10V driver/ballast in order to dim using SCI's controls system Controller. NOTE: Fluorescent fixtures will require a compatible ballast. - SCI Controls System is based on CA-2019 T24 code and might supersede end user requirements. Calculations are provided using industry recognized software and are provided for estimation purposes only. Input data for the calculations corresponds to the information provided to us (assumptions may be made for information that is not provided). It is the responsibility of those using this service to verify that our input data is consistent with expected field conditions. Results of the lighting calculations accurately reflect the input data. However, actual lighting levels will vary depending on field conditions such as Calculations are also subject to the limitations of the software. Due to the above considerations, Southern California Illumination cannot guaranty that actual light levels measured in the field will match our initial calculations. Applications Department: app@scilights.com phone: (949) 622-3000 fax: (949) 622-3095 C:\Users\Esilvas\SCI Lighting Solutions\Applications Dept - P-SL1 PHOTOMETRICS Architects Orange Townplace Suite Monterey Crossing 10/16/2023 AP4 No. Description Date 1" = 30' - 0" Exergent #:23-6076 Project Catalog #Type Prepared by Notes Date PS500052EN page 1 September 29, 2023 1:22 PM Quick Facts • Lumen packages range from 3,300 - 73,500 (33W - 552W) • 17 optical distributions • Efficacy up to 159 lumens per watt Interactive Menu • Ordering Information page 2 • Mounting Details page 3 • Optical Distributions page 5 • Product Specifications page 5 • Energy and Performance Data page 6 • Control Options page 11 Dimensional Details Area / Site Luminaire McGraw-Edison GALN Galleon II "A" 9-1/2" [241mm]"B" "A" "B"9 1/2" 241mm 3-3/4"[94mm] "A" 9-1/2" [241mm]"B" "A" "B"9 1/2" 241mm 3-3/4"[94mm] Number of Light Squares Width "A" Housing Length "B" Weight with Standard or QM Arm EPA with Standard or QM Arm 1-4 16"22"29 lb 0.95 5-6 22"22"39 lb 0.95 7-9 22"28-1/8"48 lb 1.1 NOTES: For arm selection requirements and additional line art, see Mounting Details section. Connected Systems • WaveLinx Lite • WaveLinx Standard Pole Mount Arm Light ARchitectTM NOTES: 1. Visit https://www.designlights.org/search/ to confirm qualification. Not all product variations are DLC qualified. 2. IDA Certified (3000K CCT and warmer only, fixed mounting options) 1 2 1 Product Certifications Product Features AVAILAB L ECOMPLIANT OPTIO NSBAABUY AMERICAN ACT Pole Drilling Pattern Type "N"TYPE "N" 3/4" [19mm]DiameterHole (2) 9/16" [14mm]DiameterHoles 1-3/4"[44mm] 7/8" [22mm] 2" [51mm] GALN Galleon IIMcGraw-Edison PS500052EN page 6 September 29, 2023 1:22 PM Energy and Performance Data Lumen Maintenance (TM-21) Drive Current Ambient Temperature 25,000 hours* 50,000 hours* 60,000 hours* 100,000 hours** Theoretical L70 hours** Up to 1A 25°C 99.4% 99.0% 98.9% 98.3%> 2.4M 40°C 98.7% 98.3% 98.1% 97.4% > 1.9M 50°C 98.2% 97.2% 96.8% 95.2%> 851,000 1.2A 25°C 99.4% 99.0% 98.9% 98.3%> 2.4M 40°C 98.5% 97.9% 97.7% 96.7%> 1.3M * Supported by IES TM-21 standards ** Theoretical values represent estimations commonly used; however, refer to the IES position on LED Product Lifetime Prediction, IES PS-10-18, explaining proper use of IES TM-21 and LM-80. Lumen Multiplier Ambient Temperature Lumen Multiplier 0ºC 1.02 10ºC 1.01 25ºC 1.00 40ºC 0.99 50ºC 0.97 FADC Position Percent of Typical Lumen Output 1 25% 2 48% 3 56% 4 65% 5 75% 6 80% 7 85% 8 90% 9 95% 10 100% FADC Position Percent of Typical Lumen Output 1 14% 2 25% 3 32% 4 43% 5 49% 6 57% 7 65% 8 72% 9 80% 10 100% FADC Position Percent of Typical Lumen Output 1 19% 2 38% 3 47% 4 63% 5 74% 6 85% 7 95% 8 97% 9 100% 10 100% FADC Settings SA1-SA3 (A, B, C, D Drive Current) FADC Settings SA4-SA6 (A, B, C, D Drive Current) FADC Settings SA7-SA9 (A, B, C, D Drive Current) Cooper Lighting Solutions 1121 Highway 74 South Peachtree City, GA 30269 P: 770-486-4800 www.cooperlighting.com © 2023 Cooper Lighting Solutions All Rights Reserved. Specifications and dimensions subject to change without notice. GALN Galleon IIMcGraw-Edison PS500052EN page 11 September 29, 2023 1:22 PM Control Options 0-10V (DIM) This fixture is offered standard with 0-10V dimming driver(s). The DIM option provides 0-10V dimming wire leads for use with a lighting control panel or other control method. Photocontrol (BPC, PR and PR7) Optional button-type photocontrol (BPC) and photocontrol receptacles (PR and PR7) provide a flexible solution to enable “dusk-to-dawn” lighting by sensing light levels. Advanced control systems compatible with NEMA 7-pin standards can be utilized with the PR7 receptacle. After Hours Dim (AHD) This feature allows photocontrol-enabled luminaires to achieve additional energy savings by dimming during scheduled portions of the night. The dimming profile will automatically take effect after a “dusk-to-dawn” period has been calculated from the photocontrol input. Specify the desired dimming profile for a simple, factory-shipped dimming solution requiring no external control wiring. Reference the After Hours Dim supplemental guide for additional information. Dimming Occupancy Sensor (SPB and MS/DIM-LXX) These passive infrared (PIR) sensors are factory installed in the luminaire housing. When the SPB (FSP-321 or FSP-311) or MS/DIM (FSP-211) sensor options are selected, the occupancy sensor is connected to a dimming driver and the luminaire dims when no motion is detected. After a set period of time, the luminaire turns off, and when motion is detected, the luminaire returns to full light output. Both sensors are factory preset to dim down to approximately 10% power with a time delay of five minutes. The MS/DIM sensor requires the FSIR-100 programming tool to adjust factory defaults. The SPB sensor default parameters are listed in the table below and can be configured utilizing the Sensor Configuration mobile application for iOS and Android devices. The SPB/X is configured to control only the specified number of light squares (See SPB/X Availability Table below.) An integral photocontrol can be activated with the app for “dusk-to-dawn” control or daylight harvesting - the factory default is off. Four sensor colors are available; Bronze, Black, Gray and White, and are automatically selected based on the luminaire finish as indicated by the table below. WaveLinx Wireless Control and Monitoring System Operates on a wireless mesh network based on IEEE 802.15.4 standards enabling wireless control of outdoor lighting. WaveLinx and WaveLinx Lite sensors utilize the Zhaga Book 18 compliant 4-PIN receptacle (ZD or ZW), while the WOLC control module utilizes a 7-PIN receptacle. ZW option provides 4-PIN receptacle and control module to enable future installation of WaveLinx sensors. ZD option provides 4-PIN receptacle and sensor-ready (SR) driver to enable future installation of WaveLinx sensors, power monitoring, and advanced functionality. WaveLinx (SWPD4 to SWPD5) outdoor wireless sensors offer passive infrared (PIR) occupancy and photocell for closed loop daylight harvesting, and can be factory or field-installed. Sensors are factory preset to dim down to 50% after 15 minutes of no motion detected. Two lens options are available for mounting heights of 7’ to 40’. Use the WaveLinx mobile application for set-up and configuration. At least one Wireless Area Controller (WAC) is required for full functionality and remote communication (including adjustment of any factory pre-sets). WaveLinx Lite (WOF and WOB) outdoor wireless sensors provide PIR occupancy and photocell for closed loop daylight harvesting, and can be factory or field-installed. Sensors are factory preset to dim down to 50% after 15 minutes of no motion detect- ed. Two lens options are available for mounting heights of 7’ to 40’. Use the WaveLinx Lite mobile application for set-up and configuration. WAC not required. WaveLinx Outdoor Control Module (WOLC-7P-10A) accessory provides a photocontrol enabling astronomic or time-based schedules to provide ON, OFF and dimming control of fixtures utilizing a 7-PIN receptacle. The out-of-box functionality is ON at dusk and OFF at dawn. LumenSafe Integrated Network Security Camera (LD) Cooper Lighting Solutions brings ease of camera deployment to a whole new level. No additional wiring is needed beyond providing line power to the luminaire. A variety of networking options allows security integrators to design the optimal solution for active surveillance. As the ideal solution to meet the needs for active surveillance, the LumenSafe integrated network camera is a streamlined, outdoor-ready fixed dome that provides HDTV 1080p video. This IP camera is optimally designed for deployment in the video management system or security software platform of choice. Synapse (DIM10) SimplySNAP integrated wireless controls system by Synapse. Includes factory installed DIM10 Synapse control module and FSP-201 motion sensor; requires additional Synapse system components for operation. Contact Synapse at www.synapsewireless.com for product support, warranty and terms and conditions. For mounting heights up to 15' (SWPD4 and WOB)For mounting heights up to 40' (SWPD5 and WOF) SPB sensor finish matched to luminaire finish Luminaire Finish SPB Sensor Finish* WH White White BK Black Black GM Graphite Metallic Black BZ Bronze Bronze AP Gray Gray DP Dark Platinum Gray SPB/X Availability Table Fixture Square Count Available SPB/X Square Count 1 Not Available 2 Not Available 3 Not Available 4 2 5 2 or 3 6 3 7 2, 3, 4 or 5 8 2, 3, 5 or 6 9 3 or 6 Occupancy Sensor Setting MS/DIM SPB WaveLinx Lite (WOF / WOB) WaveLinx (SWPD) High Mode % 100% 100%100%100% Low Mode % 10% 10%50%50% Time Delay 5 min 5 min 15 min 15 min Cut Off Delay 1 hr 1 hr Disabled Disabled Photocell Enabled No No Yes Yes *SPB bezel color automatically selected based on luminaire finish Default Program Settings (Out of the Box Functionality) GALN Galleon IIMcGraw-Edison PS500052EN page 3 September 29, 2023 1:22 PM TYPE "R" 3/4" [19mm]Diameter Hole 2-5/16"[59mm] 1-1/16"[27mm]2-1/8"[54mm] (2) 5/8" [16mm]Diameter Holes Mounting Details Pole Drilling Patterns Type "M"Type "N"Type "R" Pole Configuration Options TYPE "N" 3/4" [19mm]DiameterHole (2) 9/16" [14mm]DiameterHoles 1-3/4"[44mm] 7/8" [22mm] 2" [51mm] 2 @ 180°3 @ 120° (Round poles only) 4 @ 90°2 @ 90°3 @ 90°2 @ 120° (Round poles only) 3/4" [19mm] Diameter Hole (2) 5/8" [16mm] Diameter Holes 4-7/8" [124mm] 2-7/16" [62mm] 2-5/16" [59mm] TYPE "M" *NOTE: Use Type N drilling pattern "A" 9-1/2" [241mm]"B" Quick Mount Arm (QM)* "A"6" [149mm] 3-3/4" [94mm] "B" Mast Arm, Fixed (MA) *NOTE: Fits 2-3/8" O.D. tenon *NOTE: Universal bolt pattern compatible with Type N through Type M drilling patterns "A" 8-5/8" [220mm] 9-1/2" [242mm] 5-5/16"[135mm] "B" Upswept Arm (UP)* "A" 9-5/32" [233mm] 6-3/16" [157mm] 10-5/32" [258mm] "B" Wall Mount, Fixed (WM) "B"10-1/4"[260mm] Standard Quick Mount Arm (QU) Quick Mount Mast Arm Assembly (QMA) "A" 3-3/4"[94mm]"B"10-5/8"[271mm] *NOTE: Universal bolt pattern compatible with Type N through Type M drilling patterns "A" 7"[178mm] 3-1/8"[78mm] *NOTE: Fits 2-3/8" O.D. tenon Upswept Arm (UP) Mast Arm, Fixed (MA) Wall Mount, Fixed (WM) Quick Mount Universal Arm (QU)Quick Mount Mast Arm (QMA) Pole Mount Arm with Quick Mount Adaptor (QM) GALN Galleon IIMcGraw-Edison PS500052EN page 8 September 29, 2023 1:22 PM Performance Table, Drive Current “B” (800mA) Number of Light Squares 1 2 3 4 5 6 7 8 9 Nominal Power (Watts)44 82 121 164 204 243 286 325 364 Input Current @ 120V 0.367 0.689 1.014 1.378 1.704 2.027 2.393 2.716 3.041 Input Current @ 208V 0.213 0.401 0.594 0.802 0.997 1.188 1.400 1.605 1.782 Input Current @ 240V 0.184 0.347 0.510 0.694 0.860 1.021 1.210 1.386 1.531 Input Current @ 277V 0.160 0.303 0.449 0.605 0.757 0.898 1.065 1.242 1.347 Input Current @ 347V 0.125 0.235 0.355 0.471 0.592 0.710 0.828 0.958 1.065 Input Current @ 480V 0.092 0.172 0.258 0.344 0.432 0.517 0.605 0.706 0.775 Optics T1 4000K Lumens 5,748 11,423 16,957 22,470 28,446 33,683 39,563 45,867 51,494 BUG Rating B2-U0-G1 B3-U0-G2 B4-U0-G2 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 Lumens per Watt 131 139 140 137 139 139 138 141 141 T2 4000K Lumens 5,790 11,508 17,083 22,638 28,658 33,935 39,859 46,210 51,879 BUG Rating B1-U0-G2 B2-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B4-U0-G5 Lumens per Watt 132 140 141 138 140 140 139 142 143 T2R 4000K Lumens 5,868 11,662 17,311 22,941 29,041 34,388 40,391 46,827 52,572 BUG Rating B1-U0-G1 B2-U0-G2 B2-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B3-U0-G5 Lumens per Watt 133 142 143 140 142 142 141 144 144 T3 4000K Lumens 5,710 11,347 16,845 22,322 28,258 33,461 39,303 45,565 51,155 BUG Rating B1-U0-G1 B2-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G4 B4-U0-G4 B4-U0-G5 B4-U0-G5 Lumens per Watt 130 138 139 136 139 138 137 140 141 T3R 4000K Lumens 5,892 11,710 17,383 23,035 29,161 34,530 40,558 47,020 52,788 BUG Rating B1-U0-G2 B2-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B4-U0-G5 Lumens per Watt 134 143 144 140 143 142 142 145 145 T4FT 4000K Lumens 5,745 11,418 16,949 22,460 28,433 33,668 39,546 45,847 51,471 BUG Rating B1-U0-G2 B2-U0-G3 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 131 139 140 137 139 139 138 141 141 T4W 4000K Lumens 5,762 11,451 16,999 22,526 28,517 33,767 39,662 45,982 51,622 BUG Rating B1-U0-G2 B2-U0-G2 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 131 140 140 137 140 139 139 141 142 SL2 4000K Lumens 5,747 11,422 16,956 22,469 28,444 33,681 39,561 45,865 51,491 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 131 139 140 137 139 139 138 141 141 SL3 4000K Lumens 5,707 11,342 16,836 22,311 28,244 33,444 39,283 45,542 51,129 BUG Rating B1-U0-G2 B2-U0-G3 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 Lumens per Watt 130 138 139 136 138 138 137 140 140 SL4 4000K Lumens 5,636 11,201 16,627 22,034 27,893 33,028 38,794 44,976 50,493 BUG Rating B1-U0-G2 B1-U0-G3 B2-U0-G4 B2-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 Lumens per Watt 128 137 137 134 137 136 136 138 139 5NQ 4000K Lumens 6,009 11,942 17,727 23,492 29,739 35,214 41,362 47,953 53,835 BUG Rating B2-U0-G1 B3-U0-G1 B4-U0-G2 B4-U0-G2 B5-U0-G2 B5-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G3 Lumens per Watt 137 146 147 143 146 145 145 148 148 5MQ 4000K Lumens 6,039 12,001 17,816 23,609 29,887 35,389 41,568 48,191 54,103 BUG Rating B3-U0-G1 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G4 B5-U0-G5 Lumens per Watt 137 146 147 144 147 146 145 148 149 5WQ 4000K Lumens 6,026 11,976 17,778 23,559 29,824 35,315 41,480 48,090 53,989 BUG Rating B3-U0-G1 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G4 B5-U0-G5 B5-U0-G5 Lumens per Watt 137 146 147 144 146 145 145 148 148 SLL/ SLR 4000K Lumens 4,963 9,863 14,642 19,403 24,563 29,085 34,163 39,607 44,465 BUG Rating B1-U0-G2 B1-U0-G3 B2-U0-G3 B2-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 Lumens per Watt 113 120 121 118 120 120 119 122 122 RW 4000K Lumens 5,940 11,806 17,526 23,224 29,400 34,813 40,891 47,407 53,222 BUG Rating B3-U0-G1 B3-U0-G2 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 Lumens per Watt 135 144 145 142 144 143 143 146 146 AFL 4000K Lumens 5,814 11,555 17,153 22,730 28,775 34,073 40,021 46,398 52,090 BUG Rating B1-U0-G1 B2-U0-G1 B2-U0-G2 B2-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G3 B3-U0-G3 B3-U0-G4 Lumens per Watt 132 141 142 139 141 140 140 143 143 * Nominal data for 70 CRI. ** For additional performance data, please reference the Galleon Supplemental Performance Guide. GALN Galleon IIMcGraw-Edison PS500052EN page 5 September 29, 2023 1:22 PM Asymmetric Area Distributions T3 (Type III) SL2 (Type II with Spill Control) SL3 (Type III with Spill Control) T4FT (Type IV Forward Throw) T4W (Type IV Wide) SL4 (Type IV with Spill Control) T2 (Type II) Symmetric Distributions Rotated OpticsSpecialized Distributions Asymmetric Roadway Distributions AFL (Automotive Frontline) SLR (90° Spill Light Eliminator Right) SLL (90° Spill Light Eliminator Left) T2R (Type II Roadway) RW (Rectangular Wide Type I) T3R (Type III Roadway) 5NQ (Type V Square Narrow) 5MQ (Type V Square Medium) 5WQ (Type V Square Wide) Standard Street Side House Side Street Side Optics Rotated Left @ 90° [L90] House Side Street Side Optics Rotated Right @ 90° [R90] House Side T1 (Type I) Construction • Die-cast aluminum housing and heat sink • Three housing sizes, using 1 to 9 light squares Optics • High-efficiency injection-molded AccuLED Optics technology • 17 optical distributions for area site and roadway applications • 3 shielding options include HSS, GRS and PFS • IDA Certified (3000K CCT and warmer only, fixed mounting options) Electrical • Removable power tray assembly includes drivers, surge modules and control modules for ease of maintenance and serviceability • Standard with 0-10V dimming • Standard with 10kV surge module, optional 20kV surge module • Suitable for operation in -40°C to 40°C ambient environments. Optional 50°C high ambient (HA) configuration Mounting • Arms are factory installed, enabling closed-housing installation • All arms suitable for round or square pole installation • All arms provide clearance for multiple fixture installations at 90° Finish • 6 standard finishes use super durable TGIC polyester powder coat paint, providing 2.5 mil nominal thickness and salt-spray tested to 3,000 hours per ASTM B117 • RAL and custom color matches available • Coastal Construction (CC) option salt-spray tested to 5,000 hours per ASTM B117, achieving a scribe rating of 9 per ASTM D1654 Typical Applications • Outdoor, Parking Lots, Walkways, Roadways, Building Areas Warranty • Five year limited warranty Product Specifications Optical Distributions GALN Galleon IIMcGraw-Edison PS500052EN page 10 September 29, 2023 1:22 PM Performance Table, Drive Current “D” (1200mA) Number of Light Squares 1 2 3 4 5 6 7 8 9 Nominal Power (Watts)65 125 184 245 309 368 433 493 552 Input Current @ 120V 0.546 1.041 1.535 2.082 2.578 3.070 3.619 4.114 4.605 Input Current @ 208V 0.318 0.610 0.893 1.219 1.504 1.786 2.113 2.397 2.679 Input Current @ 240V 0.276 0.523 0.758 1.046 1.282 1.516 1.806 2.041 2.274 Input Current @ 277V 0.241 0.460 0.662 0.920 1.133 1.325 1.593 1.807 1.987 Input Current @ 347V 0.187 0.370 0.543 0.740 0.915 1.085 1.285 1.459 1.628 Input Current @ 480V 0.138 0.269 0.391 0.537 0.663 0.782 0.932 1.057 1.173 Optics T1 4000K Lumens 7,814 15,529 23,053 30,549 38,672 45,793 53,787 62,358 70,007 BUG Rating B3-U0-G1 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G4 B5-U0-G4 Lumens per Watt 120 124 125 125 125 124 124 126 127 T2 4000K Lumens 7,872 15,645 23,225 30,777 38,962 46,135 54,189 62,824 70,530 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 121 125 126 126 126 125 125 127 128 T2R 4000K Lumens 7,977 15,854 23,535 31,188 39,482 46,751 54,913 63,663 71,472 BUG Rating B1-U0-G2 B2-U0-G2 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 123 127 128 127 128 127 127 129 129 T3 4000K Lumens 7,762 15,427 22,901 30,348 38,418 45,491 53,433 61,947 69,546 BUG Rating B2-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G4 B4-U0-G4 B4-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 119 123 124 124 124 124 123 126 126 T3R 4000K Lumens 8,010 15,920 23,632 31,317 39,645 46,944 55,139 63,925 71,767 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 123 127 128 128 128 128 127 130 130 T4FT 4000K Lumens 7,810 15,522 23,043 30,535 38,655 45,772 53,763 62,330 69,976 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 120 124 125 125 125 124 124 126 127 T4W 4000K Lumens 7,833 15,568 23,110 30,625 38,769 45,907 53,921 62,513 70,182 BUG Rating B2-U0-G2 B3-U0-G3 B3-U0-G4 B3-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 121 125 126 125 125 125 125 127 127 SL2 4000K Lumens 7,813 15,528 23,052 30,547 38,670 45,790 53,784 62,354 70,003 BUG Rating B2-U0-G2 B3-U0-G3 B3-U0-G4 B3-U0-G4 B4-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 120 124 125 125 125 124 124 126 127 SL3 4000K Lumens 7,758 15,419 22,889 30,332 38,398 45,468 53,406 61,916 69,511 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 119 123 124 124 124 124 123 126 126 SL4 4000K Lumens 7,662 15,228 22,605 29,955 37,921 44,903 52,742 61,146 68,646 BUG Rating B1-U0-G3 B2-U0-G3 B2-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 B4-U0-G5 Lumens per Watt 118 122 123 122 123 122 122 124 124 5NQ 4000K Lumens 8,169 16,235 24,101 31,938 40,431 47,874 56,232 65,193 73,190 BUG Rating B3-U0-G1 B3-U0-G2 B4-U0-G2 B5-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G4 Lumens per Watt 126 130 131 130 131 130 130 132 133 5MQ 4000K Lumens 8,210 16,316 24,221 32,097 40,632 48,113 56,512 65,517 73,554 BUG Rating B3-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G5 B5-U0-G5 B5-U0-G5 Lumens per Watt 126 131 132 131 131 131 131 133 133 5WQ 4000K Lumens 8,192 16,282 24,170 32,029 40,546 48,011 56,393 65,379 73,399 BUG Rating B3-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G5 B5-U0-G5 B5-U0-G5 B5-U0-G5 Lumens per Watt 126 130 131 131 131 130 130 133 133 SLL/ SLR 4000K Lumens 6,747 13,410 19,906 26,379 33,394 39,542 46,445 53,846 60,451 BUG Rating B1-U0-G2 B2-U0-G3 B2-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 B4-U0-G5 Lumens per Watt 104 107 108 108 108 107 107 109 110 RW 4000K Lumens 8,076 16,050 23,826 31,574 39,970 47,329 55,592 64,450 72,356 BUG Rating B3-U0-G1 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G4 B5-U0-G5 Lumens per Watt 124 128 129 129 129 129 128 131 131 AFL 4000K Lumens 7,904 15,709 23,320 30,902 39,120 46,323 54,410 63,079 70,817 BUG Rating B1-U0-G1 B2-U0-G2 B3-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G3 B3-U0-G4 B4-U0-G4 B4-U0-G4 Lumens per Watt 122 126 127 126 127 126 126 128 128 * Nominal data for 70 CRI. ** For additional performance data, please reference the Galleon Supplemental Performance Guide. GALN Galleon IIMcGraw-Edison PS500052EN page 2 September 29, 2023 1:22 PM Product Family Camera Type Data Backhaul L=LumenSafe Technology D=Standard Dome Camera H=Hi-Res Dome Camera Z=Remote PTZ Camera C=Cellular, No SIM A=Cellular, AT&T V=Cellular, Verizon S=Cellular, Sprint R=Cellular, Rogers W=Wi-Fi Networking w/ Omni-Directional AntennaE=Ethernet Networking LumenSafe Integrated Network Security Camera Technology Options (Add as Suffix) Product Family 1, 2 Light Engine Color Temperature Voltage Distribution Mounting FinishConfigurationDrive Current GALN=Galleon IIBAA-GALN=Galleon IIBuy American Act Compliant 27 TAA-GALN=Galleon IITrade Agreements ActCompliant 27 SA1=1 Square SA2=2 Squares SA3=3 Squares SA4=4 Squares SA5=5 SquaresSA6=6 Squares SA7=7 SquaresSA8=8 SquaresSA9=9 Squares A=600mAB=800mA C=1000mA D=1200mA 4, 17 Z=Configured33 722=70CRI, 2200K727=70CRI, 2700K730=70CRI, 3000K735=70CRI, 3500K740=70CRI, 4000K 750=70CRI, 5000K 760=70CRI, 6000K 827=80CRI, 2700K830=80CRI, 3000K835=80CRI, 3500K840=80CRI, 4000K930=90CRI, 3000K935=90CRI, 3500K940=90CRI, 4000K950=90CRI, 5000K AMB=Amber, 590nm 15, 17 U=120-277VH=347V-480V 7, 30 1=120V 2=208V 3=240V 4=277V 8=480V 7, 30 9=347V 7 DV=277V-480V DuraVolt Drivers 29, 30, 31 T1=Type IT2=Type IIT2R=Type II RoadwayT3=Type IIIT3R=Type III RoadwayT4FT=Type IV Forward ThrowT4W=Type IV Wide5NQ=Type V Narrow5MQ=Type V Square Medium5WQ=Type V Square WideSL2=Type II w/Spill ControlSL3=Type III w/Spill ControlSL4=Type IV w/Spill ControlSLL=90° Spill Light Eliminator LeftSLR=90° Spill Light Eliminator Right RW=Rectangular Wide Type IAFL=Automotive Frontline [Blank]=Standard Pole Mount ArmQU=Quick Mount Universal ArmQM=Pole Mount Arm with Quick Mount AdaptorPA=Pole Mount, AdjustableSP=3” Slipfitter, Adjustable 8 SP2=2-3/8” Slipfitter, Adjustable 8 QMA=Quick Mount Mast Arm, FixedMA=Mast Arm, FixedWM=Wall Mount, FixedWA=Wall Mount, AdjustableUP=Upswept Arm AP=GreyBZ=BronzeBK=BlackDP=Dark PlatinumGM=Graphite MetallicWH=WhiteRALXX=Custom Color Ordering Information SAMPLE NUMBER: GALN-SA4C-740-U-T4FT-GM Options (Add as Suffix)Controls and Systems Options (Add as Suffix)Accessories (Order Separately) 28 DIM=External 0-10V Dimming Leads 20 F= Single Fuse (120, 277 or 347V Specify Voltage)FF=Double Fuse (208, 240 or 480V Specify Voltage)20K=20kV UL 1449 fused surge protective device 10 2L=Two Circuits 10 HA=50°C High Ambient HSS=Installed House Side Shield 18 GRSBK=Glare Reducing Shield, Black 23 GRSWH=Glare Reducing Shield, White 23 LCF=Light Square Trim Painted to Match Housing 26 TH=Tool-less Door Hardware 5 CC=Coastal Construction finish 3 L90=Optics Rotated 90° Left R90=Optics Rotated 90° RightAHD145=After Hours Dim, 5 Hours 22 AHD245=After Hours Dim, 6 Hours 22 AHD255=After Hours Dim, 7 Hours 22 AHD355=After Hours Dim, 8 Hours 22 DALI=DALI Drivers BPC=Button Type Photocontrol. Must specify voltage 120V, 208V, 240V or 277V. 6 PR=NEMA 3-PIN Photocontrol ReceptaclePR7=NEMA 7-PIN Photocontrol Receptacle 21 FADC=Field Adjustable Dimming Controller 32 PSC=Photocontrol Shorting CapSPB2=Dimming Motion Sensor, 9’-20’ mounting 24 SPB4=Dimming Motion Sensor, 21’-40’ mounting 24 SPB2/X=Dimming Motion Sensor, limited square count, 9’-20’ mounting 24 SPB4/X=Dimming Motion Sensor, limited square count, 21’-40’ mounting 24 MS/DIM-L20=Motion Sensor for Dimming Operation, 9’-20’ Mounting 34 MS/DIM-L40=Motion Sensor for Dimming Operation, 21’-40’ Mounting 34 ZW=WaveLinx-enabled 4-PIN Twistlock Receptacle 19 ZD=SR Driver-enabled 4-PIN Twistlock Receptacle 19 ZW-WOBXX=WaveLinx Lite, Dimming Motion and Daylight, Bluetooth Programmable, 7’ - 15’ Mounting 19, 12 ZW-WOFXX=WaveLinx Lite, Dimming Motion and Daylight, Bluetooth Programmable, 15’ - 40’ Mounting 19, 12 ZD-WOBXX=WaveLinx Lite, SR Driver, Dimming Motion and Daylight, Bluetooth Programmable, 7’ - 15’ Mounting 19, 12 ZD-WOFXX=WaveLinx Lite, SR Driver, Dimming Motion and Daylight, Bluetooth Programmable, 15’ - 40’ Mounting 19, 12 ZW-SWPD4XX=WaveLinx Pro, Dimming Motion and Daylight, WAC Programmable, 7’ - 15’ Mounting 19, 12, 13 ZW-SWPD5XX=WaveLinx Pro, Dimming Motion and Daylight, WAC Programmable, 15’ - 40’ Mounting 19, 12, 13 ZD-SWPD4XX=WaveLinx Pro, SR Driver, Dimming Motion and Daylight, WAC Programmable, 7’ - 15’ Mounting 19, 12, 13 ZD-SWPD5XX=WaveLinx Pro, SR Driver, Dimming Motion and Daylight, WAC Programmable, 15’ - 40’ Mounting 19, 12, 13 DIM10-L20=Synapse Occupancy Sensor (9’-20’ Mounting) 19 DIM10-L40=Synapse Occupancy Sensor (21’-40’ Mounting) 19 OA/RA1016=NEMA Photocontrol Multi-Tap - 105-285VOA/RA1027=NEMA Photocontrol - 480VOA/RA1201=NEMA Photocontrol - 347VOA/RA1013=Photocontrol Shorting CapOA/RA1014=120V PhotocontrolMA1252=10kV Surge Module ReplacementMA1036-XX=Single Tenon Adapter for 2-3/8” O.D. Tenon MA1037-XX=2@180° Tenon Adapter for 2-3/8” O.D. TenonMA1197-XX=3@120° Tenon Adapter for 2-3/8” O.D. TenonMA1188-XX=4@90° Tenon Adapter for 2-3/8” O.D. TenonMA1189-XX=2@90° Tenon Adapter for 2-3/8” O.D. TenonMA1190-XX=3@90° Tenon Adapter for 2-3/8” O.D. TenonMA1191-XX=2@120° Tenon Adapter for 2-3/8” O.D. TenonMA1038-XX=Single Tenon Adapter for 3-1/2” O.D. TenonMA1039-XX=2@180° Tenon Adapter for 3-1/2” O.D. TenonMA1192-XX=3@120° Tenon Adapter for 3-1/2” O.D. TenonMA1193-XX=4@90° Tenon Adapter for 3-1/2” O.D. TenonMA1194-XX=2@90° Tenon Adapter for 3-1/2” O.D. TenonMA1195-XX=3@90° Tenon Adapter for 3-1/2” O.D. Tenon SRA238=Adapter kit for mounting 3” SP arm to 2-3/8” O.D. vertical tenonFSIR-100=Wireless Configuration Tool for MS/DIM 34 LS/HSS=Field Installed House Side Shield 9, 18 LS/GRSBK-2PK =Glare Reducing Shield, Black 9, 23 LS/GRSWH-2PK =Glare Reducing Shield, White 9, 23 LS/PFS=Perimeter Shield, Black 16 WOLC-7P-10A=WaveLinx Outdoor Control Module 11, 19 WOB-XX=WaveLinx Lite Sensor, Dimming Motion and Daylight, Bluetooth Programmable, 7’ - 15’ Mounting 12, 14, 19 WOF-XX=WaveLinx Lite Sensor, Dimming Motion and Daylight, Bluetooth Programmable, 15’ - 40’ Mounting 12, 14, 19 SWPD4-XX=WaveLinx Sensor, Dimming Motion and Daylight, WAC Programmable, 7’ - 15’ Mounting 12, 13, 14, 19 SWPD5-XX=WaveLinx Sensor, Dimming Motion and Daylight, WAC Programmable, 15’ - 40’ Mounting 12, 13, 14, 19 NOTES: 1. Customer is responsible for engineering analysis to confirm pole and fixture compatibility for all applications. Refer to our white paper WP513001EN for additional support information. 2. DesignLights Consortium® Qualified. Refer to www.designlights.org Qualified Products List under Family Models for details. 3. Coastal construction finish salt spray tested to over 5,000-hours per ASTM B117, with a scribe rating of 9 per ASTM D1654. Not available with TH option. 4. Drive current 1200mA not available with color temperatures 722, 727, 827, 830 or 930 when the HSS option is selected.5. TH option not 3G rated. Not available with Coastal Construction (CC) option. 6. Not available with voltage options H, 8 or 9. 7. Requires the use of an internal step down transformer when combined with sensor options. Not available in combination with the HA high ambient and sensor options at 1A. 8. SP arm limited to 3” O.D. vertical tenon. SP2 limited to 2-3/8” O.D. vertical tenon.9. One required for each Light Square. 10. 2L is not available with SPB at 347V or 480V. Not available with WaveLinx or Enlighted sensors, or 20kV surge option. 11. Requires PR7. 12. Replace XX with sensor color (WH, BZ or BK.) 13. WAC Gateway required to enable field-configurability: Order WAC-PoE and WPOE-120 (10V to PoE injector) power supply if needed. WAC not required for LC Bluetooth sensors.14. Requires ZW or ZD receptacle. 15. Narrow-band 590nm +/- 5nm for wildlife and observatory use. Choose drive current A; supplied at 500mA drive current only. Exact luminaire wattage available in IES files. Available with 5WQ, 5MQ, SL2, SL3 and SL4 distributions. Can be used with HSS option. 16. Set of 4 pcs. One set required per Light Square. 17. Not available with HA option. 18. Not for use with T1, 5NQ, 5MQ, 5WQ or RW optics. 19. Cannot be used with other control options. 20. Low voltage control lead brought out 18” outside fixture. Not available with DALI or integrated controls options21. Not available if any SPB, LWR, or WaveLinx sensor is selected. Motion sensor has an integral photocell. 22. Requires the use of BPC photocontrol or the PR7 or PR photocontrol receptacle with photocontrol accessory. 23. Not for use with T1, T4FT, T4W or SL4 optics. 24. Sensor configuration mobile application required for configuration. See controls page for details. 25. Replace X with number of Light Squares controlled by the SPB, referencing the “SPB/X Availability Table” on the controls page.26. Not available with HSS, GRSWH or GRSBK.27. Only product configurations with these designated prefixes are built to be compliant with the Buy American Act of 1933 (BAA) or Trade Agreements Act of 1979 (TAA), respectively. Please refer to DOMESTIC PREFERENCES website for more information. Components shipped separately may be separately analyzed under domestic preference requirements.28. For BAA or TAA requirements, Accessories sold separately will be separately analyzed under domestic preference requirements. Consult factory for further information.29. DuraVolt drivers feature added protection from power quality issues such as loss of neutral, transients and voltage fluctuations. Visit www.signify.com/duravolt for more information.30. 480V not to be used with ungrounded or impedance grounded systems.31. Not available in 1 square configuration at 800mA or below. Not available with any control option except SPB.32. Cannot be used with PR7 or other motion response control options.33. Use GALN Product Configurator to specify lumen output, drive current and wattage. Not available with AMB.34. Uses the FSP-211 motion sensor. The FSIR-100 configuration tool is required to adjust parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative at Cooper Lighting Solutions for more information. GALN Galleon IIMcGraw-Edison PS500052EN page 7 September 29, 2023 1:22 PM Performance Table, Drive Current “A” (615mA) Number of Light Squares 1 2 3 4 5 6 7 8 9 Nominal Power (Watts)33 63 93 121 154 182 215 244 274 Input Current @ 120V 0.283 0.529 0.778 1.058 1.310 1.556 1.839 2.089 2.335 Input Current @ 208V 0.165 0.309 0.460 0.618 0.771 0.919 1.082 1.240 1.379 Input Current @ 240V 0.143 0.270 0.398 0.540 0.671 0.796 0.944 1.078 1.194 Input Current @ 277V 0.125 0.237 0.352 0.473 0.581 0.705 0.818 0.962 1.057 Input Current @ 347V 0.098 0.181 0.272 0.362 0.454 0.544 0.636 0.738 0.816 Input Current @ 480V 0.073 0.133 0.200 0.267 0.335 0.400 0.470 0.554 0.600 Optics T1 4000K Lumens 4,619 9,180 13,628 18,059 22,861 27,070 31,796 36,863 41,385 BUG Rating B2-U0-G1 B3-U0-G1 B3-U0-G2 B4-U0-G2 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G3 Lumens per Watt 140 146 147 149 148 149 148 151 151 T2 4000K Lumens 4,654 9,249 13,730 18,194 23,032 27,273 32,034 37,138 41,694 BUG Rating B1-U0-G1 B1-U0-G2 B2-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 Lumens per Watt 141 147 148 150 150 150 149 152 152 T2R 4000K Lumens 4,716 9,372 13,913 18,437 23,340 27,637 32,462 37,634 42,251 BUG Rating B1-U0-G1 B1-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 Lumens per Watt 143 149 150 152 152 152 151 154 154 T3 4000K Lumens 4,589 9,120 13,538 17,940 22,711 26,892 31,587 36,620 41,112 BUG Rating B1-U0-G1 B2-U0-G2 B2-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B4-U0-G4 Lumens per Watt 139 145 146 148 147 148 147 150 150 T3R 4000K Lumens 4,735 9,411 13,970 18,513 23,436 27,751 32,596 37,790 42,425 BUG Rating B1-U0-G1 B1-U0-G2 B2-U0-G3 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 Lumens per Watt 143 149 150 153 152 152 152 155 155 T4FT 4000K Lumens 4,617 9,176 13,622 18,051 22,851 27,058 31,782 36,847 41,366 BUG Rating B1-U0-G2 B2-U0-G2 B2-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 Lumens per Watt 140 146 146 149 148 149 148 151 151 T4W 4000K Lumens 4,631 9,203 13,662 18,104 22,918 27,138 31,876 36,955 41,488 BUG Rating B1-U0-G2 B2-U0-G2 B2-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B4-U0-G5 Lumens per Watt 140 146 147 150 149 149 148 151 151 SL2 4000K Lumens 4,619 9,180 13,627 18,058 22,860 27,069 31,795 36,861 41,383 BUG Rating B1-U0-G2 B2-U0-G2 B2-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B3-U0-G5 B4-U0-G5 Lumens per Watt 140 146 147 149 148 149 148 151 151 SL3 4000K Lumens 4,586 9,115 13,531 17,931 22,699 26,879 31,571 36,602 41,091 BUG Rating B1-U0-G1 B1-U0-G2 B2-U0-G3 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 Lumens per Watt 139 145 145 148 147 148 147 150 150 SL4 4000K Lumens 4,529 9,002 13,363 17,708 22,417 26,544 31,178 36,146 40,580 BUG Rating B1-U0-G2 B1-U0-G3 B2-U0-G3 B2-U0-G4 B2-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 Lumens per Watt 137 143 144 146 146 146 145 148 148 5NQ 4000K Lumens 4,829 9,598 14,247 18,880 23,901 28,301 33,242 38,539 43,266 BUG Rating B2-U0-G1 B3-U0-G1 B3-U0-G2 B4-U0-G2 B4-U0-G2 B4-U0-G2 B5-U0-G2 B5-U0-G3 B5-U0-G3 Lumens per Watt 146 152 153 156 155 155 155 158 158 5MQ 4000K Lumens 4,853 9,645 14,318 18,974 24,020 28,442 33,407 38,731 43,482 BUG Rating B3-U0-G1 B3-U0-G2 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G4 Lumens per Watt 147 153 154 157 156 156 155 159 159 5WQ 4000K Lumens 4,843 9,625 14,288 18,934 23,969 28,382 33,337 38,649 43,390 BUG Rating B3-U0-G1 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G4 B5-U0-G5 Lumens per Watt 147 153 154 156 156 156 155 158 158 SLL/ SLR 4000K Lumens 3,989 7,927 11,768 15,594 19,741 23,375 27,456 31,831 35,736 BUG Rating B1-U0-G2 B1-U0-G2 B2-U0-G3 B2-U0-G3 B2-U0-G4 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 Lumens per Watt 121 126 127 129 128 128 128 130 130 RW 4000K Lumens 4,774 9,488 14,085 18,665 23,628 27,979 32,863 38,100 42,774 BUG Rating B2-U0-G1 B3-U0-G1 B3-U0-G2 B4-U0-G2 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G3 Lumens per Watt 145 151 151 154 153 154 153 156 156 AFL 4000K Lumens 4,673 9,286 13,785 18,268 23,126 27,384 32,164 37,290 41,864 BUG Rating B1-U0-G1 B1-U0-G1 B2-U0-G2 B2-U0-G2 B3-U0-G2 B3-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G3 Lumens per Watt 142 147 148 151 150 150 150 153 153 * Nominal data for 70 CRI. ** For additional performance data, please reference the Galleon Supplemental Performance Guide. GALN Galleon IIMcGraw-Edison PS500052EN page 4 September 29, 2023 1:22 PM Wall Mount, Adjustable (WA) "A" 11-3/16" [284mm] 6-3/16"[157mm] "B" 10-5/32" [258mm] Pole Mount, Adjustable Arm (PA)* "A" "B"11-5/8"[296mm] 4-3/4"[121mm] *NOTE: Use Type N drilling pattern 3" Slipfitter, Adjustable (SP) "A" "B" 4.8”[122 mm] 7.9”[200mm] 9.08"[230mm] *NOTE: Fits 3" O.D. tenon 2-3/8" Slipfitter, Adjustable (SP2) "A" 9-1/2"[241mm] "B" 3-3/4"[97mm] 7-1/8"[180mm] *NOTE: Fits 2-3/8" O.D. tenon 80˚ -10˚ Range of Motion 5˚ Increments Mounting Details Tilt Angle (Degrees) Number of Light Squares Weight 1 @ 90° 2 @ 180° 2 @ 90° 2 @ 120° 3 @ 90° 3 @ 120° 4 @ 90° 0° 1-4 33.5 lb (15.2 kg)0.85 1.70 1.46 1.66 2.31 2.25 2.35 5-6 43.5 lb (19.7 kg)0.86 1.71 1.62 1.80 2.49 2.35 2.50 7-9 52.5 lb (23.8 kg)0.98 1.95 1.75 1.98 2.73 2.55 2.76 15° 1-4 33.5 lb (15.2 kg) 1.10 1.71 1.95 2.26 2.81 3.30 2.87 5-6 43.5 lb (19.7 kg)1.42 1.71 2.27 2.72 3.13 3.63 3.15 7-9 52.5 lb (23.8 kg)1.69 1.96 2.67 3.22 3.65 4.38 3.72 30° 1-4 33.5 lb (15.2 kg)1.72 1.81 2.58 3.21 3.44 4.59 3.53 5-6 43.5 lb (19.7 kg)2.26 2.29 3.11 4.00 3.97 5.27 4.00 7-9 52.5 lb (23.8 kg) 2.75 2.85 3.73 4.83 4.71 6.45 4.81 45° 1-4 33.5 lb (15.2 kg)2.25 2.36 3.10 4.00 3.96 5.63 4.08 5-6 43.5 lb (19.7 kg) 2.96 2.99 3.81 5.06 4.67 6.49 4.71 7-9 52.5 lb (23.8 kg)3.63 3.76 3.73 6.17 5.59 8.03 5.73 60° 1-4 33.5 lb (15.2 kg)2.63 2.77 3.49 4.58 4.34 6.21 4.48 5-6 43.5 lb (19.7 kg)3.46 3.51 4.32 5.84 5.19 7.01 5.22 7-9 52.5 lb (23.8 kg)4.27 4.44 5.25 7.15 6.23 8.80 6.40 Fixture Weights and EPAs Adjustable Arm Range of Motion • Includes WA, SP, SP2 and PA mounting options • Adjustable in increments of 5° • Must maintain downward facing orientation Wall Mount, Adjustable (WA) 3” Slipfitter, Adjustable (SP) 2-3/8” Slipfitter, Adjustable (SP2) Pole Mount, Adjustable Arm (PA) GALN Galleon IIMcGraw-Edison PS500052EN page 9 September 29, 2023 1:22 PM Performance Table, Drive Current “C” (1050mA) Number of Light Squares 1 2 3 4 5 6 7 8 9 Nominal Power (Watts)57 108 160 213 269 321 377 429 481 Input Current @ 120V 0.478 0.905 1.338 1.810 2.244 2.675 3.150 3.584 4.013 Input Current @ 208V 0.279 0.532 0.780 1.064 1.313 1.559 1.845 2.093 2.339 Input Current @ 240V 0.243 0.458 0.664 0.916 1.123 1.328 1.582 1.788 1.991 Input Current @ 277V 0.213 0.404 0.582 0.808 0.997 1.164 1.401 1.589 1.745 Input Current @ 347V 0.164 0.322 0.471 0.644 0.795 0.943 1.117 1.269 1.414 Input Current @ 480V 0.121 0.235 0.341 0.469 0.579 0.681 0.814 0.923 1.022 Optics T1 4000K Lumens 7,101 14,113 20,950 27,763 35,146 41,616 48,882 56,671 63,623 BUG Rating B3-U0-G1 B3-U0-G2 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G4 Lumens per Watt 125 131 131 130 131 130 130 132 132 T2 4000K Lumens 7,154 14,219 21,107 27,970 35,408 41,927 49,247 57,094 64,098 BUG Rating B1-U0-G2 B2-U0-G2 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 126 132 132 131 132 131 131 133 133 T2R 4000K Lumens 7,250 14,408 21,389 28,344 35,881 42,487 49,905 57,857 64,954 BUG Rating B1-U0-G1 B2-U0-G2 B2-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 127 133 134 133 133 132 132 135 135 T3 4000K Lumens 7,054 14,020 20,812 27,580 34,914 41,342 48,560 56,297 63,203 BUG Rating B1-U0-G2 B2-U0-G2 B3-U0-G3 B3-U0-G4 B3-U0-G4 B4-U0-G4 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 124 130 130 129 130 129 129 131 131 T3R 4000K Lumens 7,280 14,468 21,477 28,461 36,029 42,663 50,111 58,096 65,222 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 128 134 134 134 134 133 133 135 136 T4FT 4000K Lumens 7,098 14,107 20,941 27,751 35,130 41,598 48,860 56,646 63,594 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 125 131 131 130 131 130 130 132 132 T4W 4000K Lumens 7,119 14,148 21,003 27,832 35,233 41,720 49,004 56,812 63,781 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 125 131 131 131 131 130 130 132 133 SL2 4000K Lumens 7,101 14,112 20,949 27,761 35,144 41,614 48,879 56,668 63,619 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 125 131 131 130 131 130 130 132 132 SL3 4000K Lumens 7,051 14,013 20,802 27,566 34,897 41,321 48,535 56,269 63,172 BUG Rating B1-U0-G2 B2-U0-G3 B2-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 124 130 130 129 130 129 129 131 131 SL4 4000K Lumens 6,963 13,839 20,543 27,223 34,463 40,808 47,932 55,569 62,386 BUG Rating B1-U0-G2 B2-U0-G3 B2-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 Lumens per Watt 122 128 128 128 128 127 127 130 130 5NQ 4000K Lumens 7,424 14,755 21,903 29,025 36,743 43,508 51,104 59,247 66,515 BUG Rating B3-U0-G1 B3-U0-G2 B4-U0-G2 B5-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 Lumens per Watt 130 137 137 136 137 136 136 138 138 5MQ 4000K Lumens 7,461 14,828 22,012 29,169 36,926 43,725 51,359 59,542 66,846 BUG Rating B3-U0-G1 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G4 B5-U0-G5 B5-U0-G5 Lumens per Watt 131 137 138 137 137 136 136 139 139 5WQ 4000K Lumens 7,445 14,797 21,966 29,108 36,849 43,633 51,250 59,417 66,705 BUG Rating B3-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G5 B5-U0-G5 B5-U0-G5 B5-U0-G5 Lumens per Watt 131 137 137 137 137 136 136 139 139 SLL/ SLR 4000K Lumens 6,132 12,187 18,091 23,973 30,348 35,936 42,210 48,935 54,938 BUG Rating B1-U0-G2 B2-U0-G3 B2-U0-G3 B3-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 Lumens per Watt 108 113 113 113 113 112 112 114 114 RW 4000K Lumens 7,340 14,587 21,653 28,694 36,325 43,013 50,522 58,573 65,757 BUG Rating B3-U0-G1 B3-U0-G2 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G4 Lumens per Watt 129 135 135 135 135 134 134 137 137 AFL 4000K Lumens 7,183 14,276 21,193 28,084 35,552 42,098 49,448 57,327 64,359 BUG Rating B1-U0-G1 B2-U0-G2 B2-U0-G2 B3-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G4 B4-U0-G4 Lumens per Watt 126 132 132 132 132 131 131 134 134 * Nominal data for 70 CRI. ** For additional performance data, please reference the Galleon Supplemental Performance Guide. SL2P- CUTSHEETS Page 45 of 241 RESOLUTION NO. 2017-38 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, APPROVING A PRECISE PLAN AND CONDITIONAL USE PERMIT FOR THE MONTEREY CROSSING SPECIFIC PLAN LOCATED AT THE NORTHEAST CORNER OF MONTEREY AVENUE AND DINAH SHORE DRIVE CASE NO: PP/CUP 16-188 WHEREAS, the Planning Commission of the City of Palm Desert, California, did on the 4th day of April, 2017. hold a duly noticed public hearing to consider the request by Fountainhead Shrugged, LLC, for approval of the above noted and adopted Planning Commission Resolution 2693 recommending approval of The Monterey Crossing Specific Plan and supporting applications, including the Precise Plan and Conditional Use Permit, to the City Council; and WHEREAS, the City Council of the City of Palm Desert, California, did on the 11th day of May 2017, hold a duly noticed public hearing to consider the request by Fountainhead Shrugged, LLC, for approval of the above noted Precise Plan and Conditional Use Permit; and WHEREAS, said applications have complied with the requirements of the "City of Palm Desert Procedure for Implementation of the California Environmental Quality Act." Resolution No. 2015-75, the Director of Community Development has determined that the project will not have a negative impact on the environment and that a mitigated negative declaration can be adopted; and WHEREAS, at said public hearing, upon hearing and considering all testimony and arguments, if any, of all interested persons desiring to be heard, the City Council did find the following facts and reasons to exist to justify the approval of said request: 1. The Monterey Crossing Specific Plan, as proposed, is consistent with the goals and policies of the Palm Desert General Plan, including that the project provides a variety of retail, commercial, and hospitality services in proximity to major intersections and freeway connections. 2. The Monterey Crossing Specific Plan is compatible with adjacent properties and surrounding uses and development standards are similar to existing regional commercial centers to the south and west. 3. The Monterey Crossing Specific Plan is suitable and appropriate for the property in that the property has been designated for regional commercial uses and that development will comply with applicable City standards and standards approved as part of the Specific Plan. Page 46 of 241 RESOLUTION NO. 2017- 38 4. That the proposed Precise Plan and Conditional Use Permit are not detrimental to the public health. safety or general welfare, or be materially injurious to the surrounding properties or improvements in the City of Palm Desert. 5. The Specific Plan has complied with the provisions of the California Environmental Quality Act in that a mitigated negative declaration has been prepared for the project and all potentially significant environmental impacts have been mitigated. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, DOES HEREBY RESOLVE, DECLARE, DETERMINE, AND ORDER AS FOLLOWS: 1. That the above recitations are true and correct and constitute the findings of the City Council in this case. 2. That the City Council does hereby approve Precise Plan and Conditional Use Permit 16-188, as proposed. PASSED, APPROVED, AND ADOPTED by the City Council of the City of Palm Desert, California, at its regular meeting held on the 25th day of May 2017, by the following vote, to wit: AYES: JONATHAN, KELLY, NESTANDE, WEBER, and HARNIK NOES: NONE ABSENT: NONE ABSTAIN: NONE ATTEST: C'Azte / £r RA HELLE D. KLASSEN, CITY CLERK CITY OF PALM DESERT, CALIFORNIA N C. HARNIK, MAYOR' GWlarr.-.g.Er.c Ce,a‘Case Files Monterey Cress,rgs'City Ccurc,I'CC - PP _CUP Res:.:- - 2 Page 47 of 241 RESOLUTION NO. 2017- 38 CONDITIONS OF APPROVAL PP/CUP 16-188 DEPARTMENT OF COMMUNITY DEVELOPMENT: 1. The development of the property and all building pads within the Specific Plan boundaries shall conform substantially with exhibits on file with the Department of Community Development, and as modified by the following conditions. 2. Construction of improvements. in accordance with the approved Specific Plan and Precise Plan, shall commence within two (2) years from the date of approval unless a time extension is granted: otherwise, said approval shall become null. void and of no effect whatsoever. 3. The development of the property described herein shall be subject to the restrictions and limitations set forth herein, which are in addition to the approved Specific Plan and all Palm Desert Municipal ordinances and state and federal statutes now in force, or which hereafter may be in force. 4. Prior to issuance of a building permit for construction of any use or structure contemplated by this approval, the applicant shall first obtain permits and/or clearance from the following agencies: Coachella Valley Water District (CVWD) Public Works Department Fire Department Evidence of said permit or clearance from the above agencies shall be presented to the Department of Building & Safety at the time of issuance of a building permit for the use contemplated herewith. 5. Land uses identified in the City's Planned Regional Commercial zoning district and Freeway Commercial Overlay Zone are permitted within the boundaries of the Specific Plan. 6. Each developable building pad shall be subject to all applicable fees at the time of issuance of building permits for improvements within that parcel. 7. All building pads shall develop in a manner consistent with the development standards contained in the Specific Plan. All other development standards not addressed in the Specific Plan shall comply with the Palm Desert Municipal Code. 8. All future building development within the project site shall generally conform to the architectural renderings provided in the Specific Plan and Precise Plan applications. Building design deviations are permitted, but shall conform to the architectural guidelines and colors and material samples provided for in the Specific Plan. G .R3nning, rc Ce;3 Case Fi'es'Mor!e•ey Cress•ngs'.Cq COU" CC - PP_CUP Reso. 3 Page 48 of 241 RESOLUTION NO. 2017- 38 9. Architectural plans for buildings 5, 6 and 8, and the pedestrian plaza at the intersection of Monterey Avenue and Dinah Shore Drive were approved by the City's Architectural Review Commission and Planning Commission. All other buildings within the Specific Plan shall submit an Architectural Review application to the Department of Community Development for review prior to issuance of a building permit. The application will be forwarded to the City's Architectural Review Commission for final approval. 10. All Architectural Review applications shall include a line of sight study from high. medium, and low points along Monterey Avenue and Dinah Shore Drive to confirm that all roof -mounted equipment is properly screened from the surrounding roadways. 11. Parcels 1, 2, 8. 9, 10, and 11, may propose alternative land uses and site design other than those identified in Tentative Parcel Map 37157. Land uses and site design shall conform to the language provided for in the Specific Plan, including that any alternative land uses or site design does not exceed the P.M. Peak trip budget identified in the Traffic Impact Analysis prepare for this Specific Plan. Any alternative plans shall be reviewed in accordance with the Specific Plan and by the Director of Community Development. 12. All drive -through restaurant queues, and automotive service and repair bays, shall be screened from public views along Dinah Shore Drive and Monterey Avenue. Screening methods shall include block walls, landscape mounding, and landscape hedges. Screening methods for these uses shall be identified in the Architectural Review application. 13. Final landscape plans shall be prepared by a registered and licensed landscape architect and submitted to the Department of Community Development for review. The plan shall be consistent with the preliminary landscape plans reviewed by the Planning Commission, unless changes are requested by department staff. Changes shall be limited to plant quantities, sizes, types, and phasing of landscape improvements at the project site. Landscape plans must meet the following criteria: a. Must be water efficient in design and meet the City of Palm Desert's Water Efficiency Landscape Ordinance. b. Planting plans must show the location of proposed and existing utilities. c. Must match approved civil plans. d. All specifications and details must be site specific. e. Applicants must have CVWD approval of their irrigation plans prior to City approval. f. Applicants must have a stamp or signature from the County Agricultural Commissioner before City approval. 14. The applicant shall pay into the City's Public Art Fee as part of the development of the Specific Plan. It is recommended that this fee be used for an on -site public art G ,P arming Enc Ceja'Case F.'es.Monterey Cress,ngs\C ty Counc',CC • PP CUP Reso... 4 Page 49 of 241 RESOLUTION NO. 2017-38 project within the Specific Plan boundaries. Public Art Fees are due at the time a Building Permit is issued for the development of any Planning Areas. 15. Lighting and photometric plans shall be submitted in accordance with the Palm Desert Municipal Code (PDMC) Section 24.16 for any landscape, architectural. street. parking lot. or other lighting types within the project area. 16. Any stand-alone hotels within parcels 2 and 9 shall have architectural details, massing, articulation. and forms appropriate for a stand-alone building. Architectural details shall be reviewed by the City's Architectural Review Commission in accordance with this condition. 17. All mitigation measures identified in the CEQA Environmental Assessment and Initial Study shall be incorporated into the planning, design, development, and operation of the project. DEPARTMENT OF PUBLIC WORKS: 18. Tentative Parcel Map 37157 shall retain to the 100-year storm. 19. The applicant shall submit a grading plan to the Department of Public Works for review and approval. Any changes to the approved civil or landscape plans must be reviewed for approval prior to work commencing. 20. Identify all proposed and existing utilities on the precise grading plan. 21. The applicant shall abide by all provisions of City of Palm Desert Ordinance 843. Section 24.20 Stormwater Management and Discharge Ordinance. 22. Submit a PM10 application to the Department of Public Works for approval. The applicant shall comply with all provisions of Palm Desert Municipal Code Section 24.12 regarding Fugitive Dust Control. 23. Submit a final Water Quality Management Plan (WQMP) for approval. The WQMP shall identify the Best Management Practices (BMPs) that will be used on the site to control predictable pollutant runoff. Prior to the issuance of a grading permit, the Operation and Maintenance Section of the approved final WQMP shall be recorded with the County's Recorder Office and a conformed copy shall be provided to the Public Works Department. 24. Provide the City Engineer with evidence that a Notice of Intent (NOI) has been filed with the State Water Resources Control Board. Such evidence shall consist of a copy of the NOI stamped by the State Water Resources Control Board or the Regional Water Quality Control Board, or a letter from either agency stating that the NOI has been filed. G'rarr -,r L=nc Ce;a'Case F•'es'Mon;erey Cress•ogs`C::y Ccurc! CC - PP_CUP Reso 5 Page 50 of 241 RESOLUTION NO. 2017- 38 BUILDING AND SAFETY DEPARTMENT: Oft 25. Development of this project shall comply with the latest adopted edition of the .r following codes: A. 2016 California Building Code and its appendices and standards. B. 2016 California Residential Code and its appendices and standards. C. 2016 California Plumbing Code and its appendices and standards. D. 2016 California Mechanical Code and its appendices and standards. E. 2016 California Electrical Code. F. 2016 California Energy Code. G. 2016 California Green Building Standards Code. H. Title 24 California Code of Regulations. I. 2016 California Fire Code and its appendices and standards. 26. An approved automatic fire sprinkler system shall be installed as required per the City of Palm Desert Code Adoption Ordinance 1265. 27. A disabled access overlay of the precise grading plan is required to be submitted to the Department of Building and Safety for plan review of the site accessibility requirements as per 2016 CBC Chapters 11 A & B (as applicable) and Chapter 10. 28. All exits must provide an accessible path of travel to the public way. (CBC 1027.5 11B-206) 29. Detectable warnings shall be provided where required per CBC 11B-705.1.2.5 and 11B-705.1.2.2. The designer is also required to meet all ADA requirements. Where an ADA requirement is more restrictive than the State of California, the ADA requirement shall supersede the State requirement. 30. Provide an accessible path of travel to the trash enclosure. The trash enclosure is required to be accessible. Please obtain a detail from the Department of Building and Safety. 31. Public pools and spas must be first approved by the Riverside County Department of Environmental Health and then submitted to the Department of Building and Safety. Pools and Spas for public use are required to be accessible. 32. All contractors and subcontractors shall have a current City of Palm Desert Business License prior to permit issuance per PDMC Title 5. 33. All contractors and/or owner -builders must submit a valid Certificate of Workers' Compensation Insurance coverage prior to the issuance of a building permit per California Labor Code, Section 3700. G Pianning,Fnc Cep Case F:es•Rtonte-ey Cresse:gs•City Cc•unc 'CC - PP_ CUP Reso _ Page 51 of 241 RESOLUTION NO. 2017- 38 34. Address numerals shall comply with Palm Desert Ordinance No. 1265 (PDMC 15.28. Compliance with Ordinance 1265 regarding street address location, dimension, stroke of line, distance from street, height from grade, height from street, etc. shall be shown on all architectural building elevations in detail. Any possible obstructions, shadows, lighting, landscaping, backgrounds or other reasons that may render the building address unreadable shall be addressed during the plan review process. You may request a copy of Ordinance 1265 or PDMC Section 15.28 from the Department of Building and Safety counter staff. 35. Please contact Cherie Williams, Permit Specialist II, at the Department of Building and Safety (760-776-6420) regarding the addressing of all buildings and/or suites. FIRE DEPARTMENT: 36. The project may have a cumulative adverse impact to the Fire Department's ability to provide an acceptable level of service. These impacts include an increased number of emergency and public service calls due to the increases presence of structures, traffic and population. This developer will be expected to provide for a proportional mitigation to these impacts via capital improvements and/or impact fees. 37. Fire Department emergency vehicle apparatus access road locations and design shall be in accordance with the California Fire Code, City of Palm Desert Municipal Code, and Riverside County Fire Department Standards. Plans must be submitted to the Fire Department for review and approval prior to the building permit issuance. 38. Fire Department water systems(s) for fire protection shall be in accordance with the California Fire Code, City of Palm Desert Municipal Code, and Riverside County Fire Department Standards. Plans must be submitted to the Fire Department for review and approval prior to building permit issuance. Prior to building permit issuance, the required water system, including all fire hydrant(s), shall be installed and accepted by the appropriate water agency and the Riverside County Fire Department prior to any combustible building material placed on an individual lot. Contact the Fire Department to inspect the required fire flow, street signs, all weather surfaces, and all access and/or secondary access. Approved water plans must be at the job site. G .P.a'n•ng.Enc Ce,a Case F.:es Morrerey Cross.ngs Co.noi CC - PP CUP Peso. . 7 Page 52 of 241 CITY OF PALM DESERT DEVELOPMENT SERVICES DEPARTMENT ARCHITECTURAL REVIEW COMMISSION MEMORANDUM To: Honorable Chair and Members of the Commission From: Carlos Flores, AICP, Principal Planner Date: February 13, 2024 Case No(s): MISC23-0042 Subject: Consideration to approve a Design Review for a façade modification to an existing Buffalo Wild Wings restaurant located at 72920 Highway 111 BACKGROUND The Applicant, Marlon Gonzales, on behalf of Menemsha Solutions, is requesting approval of a design review for an exterior façade modification to an existing Buffalo Wild Wings restaurant (BWW Restaurant) located at 72920 Highway 111. The proposed exterior façade modifications include exterior paint color changes to all four elevations of the existing building. The proposal does not include any changes to other exterior elements, including the existing awnings or metal railings. PROJECT SUMMARY A. Property Description: The project site is an existing 7,726 square-foot BWW Restaurant located at 72920 Highway 111. The building is a single-story, single tenant commercial building with an outdoor patio. The building’s existing color palette includes tan, yellow, gray, and black. The Architectural Review Commission (ARC) approved the original façade and architectural elevations of the building on July 8, 1997, for the “Macaroni Grill” restaurant and subsequently approved façade renovations to the building for the BWW Restaurant on September 14, 2010 and April 24, 2018. B. Zoning, General Plan and Adjacent Uses: Table 1 – Adjacent Land Use and Designations Existing Uses General Plan Zoning Project Site Buffalo Wild Wings restaurant Regional Retail Regional Commercial Center (P.C.-3) Page 53 of 241 MISC23-0042 Buffalo Wild Wings Page 2 of 4 February 13, 2024 North The Shops at Palm Desert (Regional Mall) Regional Retail Regional Commercial Center (P.C.-3) South Existing multitenant Commercial Regional Retail Regional Commercial Center (P.C.-3) East Existing Chase Bank Regional Retail Regional Commercial Center (P.C.-3) West Parking lot for regional Mall Regional Retail Regional Commercial Center (P.C.-3) C. Project Description The Applicant is requesting approval of a design review for a façade modification to an existing BWW Restaurant. All modifications are limited to the exterior of the building and no structural alterations are proposed. The improvements will be on all four elevations, including the south elevation visible from Highway 111. The Applicant is proposing a color palette consisting of a brown “Smokey Topaz”, dark gray “Gauntlet Gray”, black “Black Magic”, and light gray “On The Rocks”. The following paint changes are proposed throughout all four (4) elevations: - The existing gray roof flashing trims are to be repainted “Black Magic” - The existing beige/brown exterior stucco walls are to be repainted “On the Rocks” and “Gauntlet Gray” - Existing CMU Walls to be repainted “Gauntlet Gray” - Existing yellow entry tower to be repainted “Smokey Topaz” - Existing metal coping to be replaced like for like and painted “Black Magic” All other exterior features, including the existing canopies, trash enclosure, doors, and fences, will be repaired and repainted to its existing color(s). ANALYSIS Development Standards The project is subject to the development standards set forth by the Palm Desert Municipal Code (PDMC) for the Planned Commercial (P.C.-3) zoning district, as well as the Desert Crossings Sign Program. The project does not propose any changes to the site plan, landscape plan, or existing parking facilities. All modifications are limited to the exterior façade and no structural alterations to the site are required to facilitate those changes. ZONING ORDINANCE SUMMARY Alterations to retail and commercial facades are subject to the review and approval of a design review by the Architectural Review Commission pursuant to PDMC Section Page 54 of 241 MISC23-0042 Buffalo Wild Wings Page 3 of 4 February 13, 2024 25.68.020 (A)(1) and (A)(2). Findings for the ARC decisions of design review applications are listed under PDMC Section 25.68.040 as follows. Findings in support of the project are listed below: A. That the proposed development conforms to any legally adopted development standards. The proposed project is located within an existing approved building and will not make additions or substantial modifications to the site. The project will only make cosmetic updates to the exterior of the existing building consisting of paint color changes. The project will not alter the building's square footage or use; therefore, it is deemed conforming. B. That the design and location of the proposed development and its relationship to neighboring existing or proposed developments and traffic is such that it will not impair the desirability of investment or occupation in the neighborhood; and that it will not unreasonably interfere with the use and enjoyment of neighboring existing or proposed developments and that it will not create traffic hazards or congestion. The proposed project is located within an existing approved building and will not make additions or substantial modifications to the site. The project will only make cosmetic updates to the exterior of the existing building consisting of paint color changes. The project will not alter the building's square footage or use; therefore, it will not create traffic hazards or congestion, create an impairment for surrounding public or businesses, or cause any additional interference for the use and enjoyment of neighboring existing or proposed development. C. That the design and location of the proposed development is in keeping with the character of the surrounding neighborhood and is not detrimental to the harmonious, orderly, and attractive development contemplated by this title and the General Plan of the City. The Buffalo Wild Wings is revising its color palette by incorporating some existing colors but adding more gray and black colors to its exteriors. The applicant has provided a variety of colors by incorporating a total of four (4) different colors throughout the site. The color palette is compatible with surrounding commercial buildings, including the Chase bank next door and the existing regional mall to the north. The visibility off Highway 111 for the south elevation provides a sense of entry and variety in colors and materials to avoid creating a monotonous look. The proposed paint changes highlight the architecture of the building, including providing color changes on the different material and façade changes. D. That the design and location of the proposed development would provide a desirable environment for its occupants, as well as for its neighbors, and that it is Page 55 of 241 MISC23-0042 Buffalo Wild Wings Page 4 of 4 February 13, 2024 aesthetically of good composition, materials, textures, and colors. The proposed design utilizes different paint colors to achieve the desired dimensions and patterns. The paint colors are of good quality and will retain the same finish as the existing facade. The color palette is compatible with surrounding commercial buildings, including the Chase bank next door and the existing regional mall to the north. The visibility off Highway 111 for the south elevation provides a sense of entry and variety in colors and materials to avoid creating a monotonous look. E. That the proposed use conforms to all the requirements of the zone in which it is located and all other applicable requirements. The proposed project conforms with legally adopted development standards of the PDMC for the Regional Planned Commercial zoning district, including the restaurant land use and built form. F. That the overall development of the land shall be designed to ensure the protection of the public health, safety, and general welfare. All the modifications proposed in this project are limited to the exterior building façade. These modifications do not alter the land use, accessibility, or facilities on site. The project also preserves the existing pedestrian walkways and connections and does not further obscure the views of other buildings in the center. Therefore, the project does not present any adverse impacts to the protection of public health, safety, and general welfare. STAFF RECOMMENDATION Staff recommends the ARC approve the request for Design Review approval, determining the requirements of the findings have been met. Any modifications required by the ARC should be added to the motion as a condition of approval. Attachment: 1. Project Exhibits from the Applicant Page 56 of 241 C-15SMOKEY TOPAZ -SW6117C-7GAUNTLET GRAY -SW7671C-4BLACK MAGIC -SW6991C-13ON THE ROCKS - SW701914222333312EXISTING METAL COPING TO BE REPLACED LIKE FOR LIKE AND PAINTED C-4 (BLACK MAGIC)13.1313131313132271111111111108777788999981086510EXISTING BLACK PATIO CANOPY TO REMAIN. REPAIR AND REPAINT WHERE NECESSARY.14.1494SOUTH ELEVATIONWEST ELEVATIONNORTH ELEVATIONEAST ELEVATIONPage 57 of 241 NORTH ELEVATION WEST ELEVATION SOUTH ELEVATION Page 58 of 241 CITY OF PALM DESERT DEVELOPMENT SERVICES DEPARTMENT ARCHITECTURAL REVIEW COMMISSION MEMORANDUM To: Honorable Chair and Members of the Commission From: Nick Melloni, AICP, Principal Planner Date: February 13, 2024 Case No: Design Review (MISC) 23-0037 Amendment No. 2 Related: PP/CUP/EA/CZ 16-280, TTM 37240, TTM 37241, TTM 37242 Subject: Consideration to approve a Design Review to modify the approved architecture associated with a Precise Plan, Conditional Use Permit, and Environmental Assessment to develop a 69-unit residential development located on 30 acres within Palm Desert Country Club Executive Summary The proposal is a request by Villas PD, LLC (Applicant), for consideration of a Design Review to modify the approved architecture for an existing development, generally known as Palm Desert Country Club (Original Approval). The original approval is for the development of 69 residential condominium units located on approximately 30 acres within the former Palm Desert Country Club Executive Course divided amongst three sites, or planning areas, known as “Site A”, “Site B,” and “Site C”. The approved architecture consisted of two residential models: a sloped roof (Option 1) and a flat roof (Option 2). The proposed modifications will affect the flat roof model type and will vary from the original design approval. An amendment to the approved architecture for the sloped roof units was approved by the Architectural Review Commission (ARC) on September 12, 2023, approved by a 5-0 vote with Chair Vuksic, and Vice-Chair McIntosh absent. The Proposed Modifications to the exterior architecture are similar to the changes approved for the sloped roof models in September 2023, and include the following: • Removal of the raked plaster exterior finish on all elevations. • Removal of a recessed two-inch (2”) wall recess on the side elevations. • Revision to the entry trellis by removing the cross beam spanning the entry. • Revision to the garage door by reducing the amount of glass in and increasing the solid area. • Elimination of the curved front entry courtyard wall. • Elimination of the recessed header above the garage door. Page 59 of 241 MISC23-0037 – Palm Desert Country Club Architecture Modification Page 2 of 7 February 13, 2024 A table summarizing changes between the original Architectural Review Commission (ARC) approved plans, approved building plans, and the Applicant’s proposed changes are provided with this report. No changes to the preliminary site and landscaping plans are being requested or considered as a part of this request. Background On July 25, 2017, the Palm Desert Architectural Review Commission (ARC) recommended approval of the project to the Planning Commission. The case was presented to the ARC in four total meetings. On May 10, 2018, the Palm Desert City Council Adopted Resolution No. 2018-16 approving the original project. On May 24, 2018, the City Council adopted Ordinance No. 1337 approving the change of zone associated with the original project approval. On June 19, 2018, the Palm Desert Planning Commission adopted Resolution No. 2721, which approved the tentative tract maps (TTM) for the project. On March 12, 2020, the Palm Desert City Council adopted Resolution No. 2020-01 approving an amendment to conditions of approval for the Precise Plan, Conditional Use Permit, and Environmental Assessment approved under Resolution No. 2018-16. On January 27, 2021, the City of Palm Desert issued a building permit for the model home unit for the sloped roof plan type. On May 30, 2023, the Planning Staff conducted a final inspection of the unit located at 76718 Kentucky Avenue (Unit A-21 per site plan) and noted material differences from the approved building plans. On September 12, 2023, the project Applicant received approval of a Design Review to amend the architecture for the approved building plans to reflect the existing built condition of the model home and future sloped units within the approved project. That approval did not present revisions to the flat roof model (Option 2). On January 29, 2024, the project Applicant formally requested the ARC consider approval of architecture amendments to the previously approved flat roof model (Option 2). Project Summary A. Property Description: The project site is a 13.29-acre site that is part of the Palm Desert Country Club condominium development, known as Site A. The site is currently under development for 32 residential condos. One unit has been constructed, which is the model home located on Kentucky Page 60 of 241 MISC23-0037 – Palm Desert Country Club Architecture Modification Page 3 of 7 February 13, 2024 Avenue near the southeast edge of the project site. Future phases of the project on Sites B and C will utilize the same architecture. B. Zoning, General Plan, and Adjacent Uses Table 1 – Adjacent Land Use and Designations Existing Uses General Plan Zoning Project Site Single-family residential condominium Golf Course & Resort Neighborhood Mixed Residential (R-2) North Single family residential Golf Course & Resort Neighborhood Single-Family Residential (R-1) South Single family residential Golf Course & Resort Neighborhood Single-Family Residential (R-1) East Single family residential Golf Course & Resort Neighborhood Single-Family Residential (R-1) West Vacant (approved project site) Golf Course & Resort Neighborhood Mixed Residential (R-2) C. Project Description The ARC’s review of the project will focus on the building revisions which are outlined below. Change No. 1 - Removal of the raked plaster exterior finish on all elevations to be replaced with stucco. ARC Approved Plan Proposed Modification (See following page) Page 61 of 241 MISC23-0037 – Palm Desert Country Club Architecture Modification Page 4 of 7 February 13, 2024 Change No. 2 - Removal of a recessed two-inch wall recess on the side elevations. ARC Approved Plan Proposed Modification Approved Building Plan Proposed Modification Change No. 3 - Revision to the entry trellis by removing the cross beam spanning the entry. ARC Approved Plan Proposed Modification Page 62 of 241 MISC23-0037 – Palm Desert Country Club Architecture Modification Page 5 of 7 February 13, 2024 Change No. 4 - Revision to the garage door by reducing the amount of glass and increasing the solid area. ARC Approved Plan Proposed Modification Change No. 5 - Elimination of the curved front entry courtyard wall. Approved Building Plan Proposed Modification Change No. 6 - Elimination of the recessed header above the garage door. Approved Building Plan Proposed Modification Page 63 of 241 MISC23-0037 – Palm Desert Country Club Architecture Modification Page 6 of 7 February 13, 2024 Site Plan No changes to the site plan are under consideration at this time. Staff recommends that the ARC explicitly state as a part of its motion that no site planning changes are being approved as a part of the motion. Analysis Pursuant to Palm Desert Municipal Code (PDMC) Section 25.68, the Architectural Review Commission is the designated authority to approve architectural modifications under a design review. In making a determination on a design review application, the ARC must make findings per PDMC 25.68.040: A. That the proposed development conforms to any legally adopted development standards. The proposed modifications do not affect the project’s conformance to development standards. B. That the design and location of the proposed development and its relationship to neighboring existing or proposed developments and traffic is such that it will not impair the desirability of investment or occupation in the neighborhood; and that it will not unreasonably interfere with the use and enjoyment of neighboring existing or proposed developments and that it will not create traffic hazards or congestion. The project has been previously reviewed and evaluated under the California Environmental Quality Act. The modifications to the project architecture will not expand or enlarge the project. C. That the design and location of the proposed development is in keeping with the character of the surrounding neighborhood and is not detrimental to the harmonious, orderly, and attractive development contemplated by this title and the General Plan of the City. The proposed project blends well with the surrounding neighborhood by incorporating a modern desert contemporary design and utilizes a desert color and landscaping palette that is harmonious with the surrounding development. The proposed design changes remove an exterior material and alters the massing of the side elevations, however, it is still consistent with the objectives of the Palm Desert General Plan. D. That the design and location of the proposed development would provide a desirable environment for its occupants, as well as for its neighbors, and that it is aesthetically of good composition, materials, textures, and colors. The proposed design utilizes durable finishes and features a quality contemporary style characterized by modern forms, smooth stucco exterior finishes, and desert- compatible colors. Page 64 of 241 MISC23-0037 – Palm Desert Country Club Architecture Modification Page 7 of 7 February 13, 2024 E. That the proposed use conforms to all the requirements of the zone in which it is located and all other applicable requirements. The project has been previously reviewed and approved and found to comply with applicable design requirements. The project will require compliance with all conditions of the original project approval. F. That the overall development of the land shall be designed to ensure the protection of public health, safety, and general welfare. The site plan and grading plan have been reviewed to confirm the design provides protection of the public’s health, safety, and general welfare. The site is adequately serviced by utilities and the grading plan was reviewed in accordance with City requirements. The project provides setbacks from adjacent properties that meet the standards of the R-2 zoning district. STAFF RECOMMENDATION Staff recommends the ARC determines that the requirements of the findings have been met based on the analysis and approves the Design Review with the following condition: 1. No changes to the site plan are approved by this action. The ARC has the discretion to request the Applicant modify the design of the project before approving the case. Any modifications required should be added to the motion as a condition of approval. Attachments: 1. Project Exhibits 2. Reference only: City Approved Preliminary Plan Set 3. Reference only: City Approved Resolutions for the Precise Plan, Conditional Use Permit, and Environmental Assessment 4. Reference only: Notice of Action – MISC23-0037 Page 65 of 241 Page 66 of 241 Page 67 of 241 Page 68 of 241 Page 69 of 241 Page 70 of 241 Page 71 of 241 Page 72 of 241 Page 73 of 241 Page 74 of 241 Page 75 of 241 Page 76 of 241 Page 77 of 241 Page 78 of 241 Page 79 of 241 Page 80 of 241 Page 81 of 241 RESOLUTION NO. 2018-16 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, APPROVING A PRECISE PLAN AND CONDITIONAL USE PERMIT FOR THE REPURPOSING OF THE FORMER PALM DESERT COUNTRY CLUB EXECUTIVE COURSE TO ESTABLISH 69 CONDOMINIUM UNITS ON APPROXIMATELY 30 ACRES LOCATED WITHIN PALM DESERT COUNTRY CLUB CASE NOS: PP/CUP/EA 16-280 WHEREAS, the Planning Commission of the City of Palm Desert, California, did on the 19th day of December 2017, hold a duly noticed public hearing to consider the request by McFadden Architects, for approval of the above -noted, and adopted Planning Commission Resolution 2715 recommending approval of the project to the City Council; and WHEREAS, said applications have complied with the requirements of the "City of Palm Desert Procedure for Implementation of the California Environmental Quality Act," Resolution No. 2015-75, in that the Director of Community Development has determined that the project will not have a negative impact on the environment and that a Mitigated Negative Declaration (MND) has been adopted; and WHEREAS, the Executive Course at Palm Desert Country Club (PDCC) ceased operations in 2013 and since that time, the course has reverted back to its natural condition; and WHEREAS, the Executive Course is independently owned and not subject to the voting, legal, or financial assistance of the PDCC homeowners' association (HOA); and WHEREAS, the City cannot require the continued operation of a private business venture, such as the operation of a golf course, and that all property owners are afforded the ability to formal review procedure with the City for development proposals; and WHEREAS, the City Council of the City of Palm Desert, California, did on the 22"d day of March, 2018, hold a duly noticed public hearing to consider the request by the applicant and at said hearing continued the item to the April 12, 2018, and directed staff to research issues related to: project amenities, properties that have encroached onto the former golf course, the Settlement Agreement between the property owner and Palm Desert Country Club Homeowners Association, and the Operation & Maintenance Agreement; and WHEREAS, the City Council of the City of Palm Desert, California, did on the 12th day of April, 2018, consider the request and continued the public hearing to their meeting of May 10, 2018, and RESOLUTION NO. 2018-16 WHEREAS, on the 10th day of May, 2018, at said public hearing, upon hearing and considering all testimony and arguments, if any, of all interested persons desiring to be heard, said City Council did find the following facts and reasons to exist to justify the approval of said request: 1. The proposed project is consistent with the goals and policies of the Palm Desert General Plan including that the project will provide adequate transition between the surrounding neighborhood and new development, preserves open space, provides on -site recreational amenities, and provides a variation in housing type for the existing Palm Desert Country Club. 2. The project and development intensity provide land use compatibility within the boundaries of the planning areas and with adjacent properties as the development standards and uses are similar to existing uses in the surrounding neighborhood. 3. The project sites and proposed development intensity is suitable and appropriate for the property in that the property provides additional residential units within an existing predominately single-family neighborhood and preserves and enhances half of the existing open space. 4. That the proposed project is not detrimental to the public health, safety or general welfare, or materially injurious to the surrounding properties or improvements in the City of Palm Desert. Findings for Approval: 1. That the density of the proposed project is consistent with applicable general and specific plans. The project is for the construction of 69 condominium units on approximately 30 acres of land formerly operated for the purposes of a golf course. This density, which is approximately 2.3 dwelling units per acre, is nearly half the density of the existing surrounding single-family neighborhood. This type of in -fill development is promoted in the General Plan under the following Land Use Element policies: LU 1.2 — Open Space Preservation — the project balances the development of the former golf course by preserving 49 percent of the existing open space and creates both a quality built environment and enhanced and recreational open space. LU 1.6 — Community Amenities — the project provides both private and public amenities available to the entire PDCC neighborhood. Private pools and sports courts are provided for use by residents of the condominium project. New pedestrian paths, community gardens, 2 RESOLUTION NO. 2018-16 gazebos, and exercise equipment are provided for the broader community. LU 2.3 — Landscaping — the project preserves and enhances the existing open space afforded by the former executive golf by providing an open green space network. LU 2.11 — Roadway Scale — the project provides curvilinear roadways that are 24 feet wide and are connected into the existing surrounding roadway network. The roadway scale is appropriately sized to slow vehicle movements in the project site. In addition, some roadways portions are broken up to eliminate through traffic within the Sites and to promote pedestrian connections. LU 3.3 — Variety of Neighborhoods — the condominium project contributes to a varied housing product and price point for PDCC. LU 3.10 — Shared Driveways — the project provides for several opportunities for shared driveways for groupings of condominium units. These grouping and share driveways reinforce the pedestrian scale of the roadways. LU 3.17 — Gated Communities — similar to the existing PDCC, this project is not gated. LU 3.21 — lnfill Neighborhood — this project achieves the goals of this policy by providing additional community amenities, providing destinations for recreational space, and providing pedestrian connections internal to the project sites and to the broader surrounding neighborhood. 2. That the design or improvement of the proposed project is consistent with applicable general and specific plans. The design and improvements of the project have been reviewed by the Planning Department, Fire Department, and Public Works Department for consistency with the General Plan and emergency services. The lot sizes, street and utility improvements, circulation patterns, and drainage improvements meet all requirements of the General Plan. All existing perimeter streets are in conformance with the General Plan and new streets will be designed and constructed to City standards. 3. That the site is physically suitable for the type of development. The development of the former Executive Course at PDCC contains approximately 30 acres and is suitable for the development proposed. 3 RESOLUTION NO. 2018-16 Existing utilities and roadways serve the surrounding area and can accommodate the additional development of 69 condominium units. Environmental, cultural, and other special studies were prepared for lands within the project area. No environmental issues were identified that would indicate that development in this area would be unsuitable. In addition, existing commercial operations and residential developments have successfully constructed similar types of development in the immediate vicinity. No obstacles to the development of surrounding subdivisions were experienced and, due to the proximity and similarity of the proposed development, it's reasonable to conclude that the site is physically suitable for condominiums. The property is suitable for the proposed development as conditioned and mitigated as described in the Initial Study and MND. 4. That the site is physically suitable for the proposed density of development. The project density is 2.3 dwelling units per acre; approximately one-half the density of the existing single-family neighborhood. Utilities are in place and can accommodate the additional development of condominiums. Public safety services and schools are adequately staff and can accommodate the additional residential units. The sites can accommodate the proposed density of the project and can achieve a 49 percent preservation of open space. 5. That the design of the project and the proposed improvements are not likely to cause substantial environmental damage or substantially and unavoidably injury to fish or wildlife or their habitat. For purposes of the California Environmental Quality Act (CEQA), a MND of Environmental Impact has been prepared. The design of the project will not cause substantial environmental damage or injure fish or wildlife or their habitat since the surrounding area has been developed with similar densities and limited wildlife is present at the site. Environmental studies performed at the site did not identify any endangered or sensitive species. In addition, the project will pay into the Coachella Valley Multi -Species Habitat Conservation Fund for the development of the project. 6. That the design of the project or the type of improvements is not likely to cause serious public health problems. The design and layout of the 69 condominium units and the improvements for new roadways, grading, and drainage, are in compliance with all grading requirements and the properties will be developed in accordance with the Uniform California Building Code. Grade changes in the community are accommodated by the street layout, retaining walls, drainage swales, and open space provided throughout the subdivision. Pedestrian access is provided to adjoining land uses and surrounding roadways, which decreases the need for vehicular traffic between adjoining properties. 4 RESOLUTION NO. 2018-16 7. That the design of the project or the type of improvements will not conflict with easements, acquired by the public at large, for access through or use of, property within the proposed subdivision. The proposed project will construct new drainage improvements within the project boundaries, including drainage swale, retention basins, curbs and gutters. The improvements related to drainage will be provided to ensure the project area accommodates 100 percent of the 100-year storm. Surrounding perimeter City streets are built -out to the General Plan designation and the developer will complete roadway connections into their project at intersections with existing streets to their ultimate build -out. Pedestrian connections will also be provided throughout the project area. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, AS FOLLOWS: 1. That the above recitations are true and correct and constitute the findings of the City Council in this case. 2. That the City Council does hereby resolve and approve PP/CUP/EA 16-280, subject to conditions. PASSED, APPROVED, AND ADOPTED by the City Council of the City of Palm Desert, California, at its regular meeting held on the 10th day of Mav 2018, by the following vote, to wit: AYES: KELLY, NESTANDE, WEBER, and JONATHAN NOES: HARNIK ABSENT: NONE ABSTAIN: NONE ATTEST: H LE D. KCASSEI(CITY CLERK CITY OF PALM DESERT, CALIFORNIA 5 RESOLUTION NO. 2018-16 CONDITIONS OF APPROVAL ... CASE NOS. PP/CUP/EA 16-280 DEPARTMENT OF COMMUNITY DEVELOPMENT: 1. The development of the property shall conform substantially with exhibits on file with the Department of Community Development, as modified by the following conditions. 2. The applicant shall receive approval of Tentative Tract Maps for the condominium development within one (1) year of project approval or all applications approved under this Resolution shall be null and void. 3. The development of the property described herein shall be subject to the restrictions and limitations set forth herein which are in addition to the approved Precise Plan and future Tentative Tract Maps and all Palm Desert Municipal ordinances and state and federal statutes now in force, or which hereafter may be in force. 4. Prior to issuance of a building permit for construction of any use or structure contemplated by this approval, the applicant shall first obtain permits and/or clearance from the following agencies: Coachella Valley Water District (CVWD) Public Works Department Fire Department Evidence of said permit or clearance from the above agencies shall be presented to the Department of Building & Safety at the time of issuance of a building permit for the use contemplated herewith. 5. A cultural resources inventory shall be completed by a qualified archeologist prior to any development activities within the project area. 6. Should human remains be discovered during the construction of the proposed project, the project coordinator will be subject to either the State law regarding the discovery and disturbance of human remains or the Tribal burial protocol. In either circumstance, all destructive activity in the immediate vicinity shall halt, and the County Coroner shall be contacted pursuant to State Health and Safety Code 7050.5. If the remains are determined to be of Native American origin, the Native American Heritage Commission (NAHC) shall be contacted. The NAHC will make a determination of the Most Likely Descendent (MLD). The City and developer will work with the designated MLD to determine the final disposition of the remains. 7. The project shall remain ungated and shall continue the street naming theme present within PDCC. All street names shall be named for States of the United States of America. RESOLUTION NO. 2018-16 8. Perimeter walls shall be placed on the developer's side of the abutting property line. The developer shall meet with and discuss the property wall design options with abutting neighbors and offer a choice between the three options approved by the Architectural Review Commission and Planning Commission. 9. All recreational amenities shown in the approved plans shall be installed and maintained by the applicant, or established HOA, including, pool areas, gazebos, pavilions, pathways, and exercise equipment. With the exception of the pool areas, walking paths, gazebos, play areas, exercise equipment, and other community amenities shall remain open to the general public and may not be restricted for use solely by the condominium development. The provided examples of the amenities represent a minimum quality of amenities for the project and any changes to the recreational amenities, fixtures, and equipment shall be reviewed and approved by the Director of Community Development. 10. The project shall not exceed the density approved by the City Council. All buildings shall be single -story and shall not exceed a height of 18 feet with the exception of architectural elements, which shall not exceed the heights permitted by the Palm Desert Municipal Code (PDMC). 11. As a means to preserve the improvements built by individual property owners onto the former golf course site, the applicant shall grant a "use and access" easement to those existing properties. Said easement shall be provided on the tentative tract maps and recorded with the maps. 12. All sidewalk plans shall be reviewed and approved by the Department of Public Works. 13. Each Planning Area shall be subject to all applicable fees at the time of issuance of building permits for improvements within that Planning Area. 14. The developer agrees to pay an in lieu affordable housing fee not to exceed $12.50 per gross square foot of livable space per unit for the entire project. The fee shall be paid at building permit issuance on a per unit basis. 15. The developers and their landscape architect, agree to meet with individual homeowners regarding final tree placement and type within the site area. Tree quantities shall not be less than those shown in the preliminary landscape plan. 16. Final landscape plans shall be prepared by a registered and licensed landscape architect and submitted to the Department of Community Development for review. The plan shall be consistent with the preliminary landscape plans reviewed by the Planning Commission, unless changes are requested by the Planning Department staff. Changes shall be limited to plant quantities, sizes, types, and phasing of landscape improvements at the project site. Landscape plans must meet the following criteria: 7 RESOLUTION NO. 2018-16 A. Must be water efficient in design and meet the City of Palm Desert's Water Efficiency Landscape Ordinance. B. Planting plans must show the location of proposed and existing utilities. C. Must match approved civil plans. D. All specifications and details must be site specific. E. Applicants must have the Coachella Valley Water District's (CVWD) approval of their irrigation plans prior to City approval. F. Applicants must have a stamp or signature from the County Agricultural Commissioner before City approval. G. Plantings shall be shown at a minimum size of five gallons. H. Trees shall be shown at a minimum size of 24-inch box with a minimum one - inch caliper. 17. The applicant shall pay into the City's Public Art Fund. It is recommended that this fee is used for an on -site public art project within the project site. 18. Lighting plans shall be submitted in accordance with PDMC Section 24.16 for any landscape, architectural, street, or other lighting types within the project area. 19. All mitigation measures identified in the CEQA Environmental Assessment and Initial Study shall be incorporated into the planning, design, development, and operation of the project. DEPARTMENT OF PUBLIC WORKS: Prior to recordation of any Tract Maps and any permits for this project: 20. The tract maps shall be submitted to the Director of Public Works for review and approval. 21. If applicable, record a Declaration of Annexation incorporating the new Tots/owners into the existing homeowners' association and Covenants, Conditions, & Restrictions (CC&Rs) concurrently with the final map, unless the existing CC&R's have provisions for such annexation, then proof of which shall be submitted prior to tract map approval. 22. The applicant shall pay the appropriate signalization fee in accordance with City of Palm Desert Resolution Nos. 79-17 and 79- 55. 23. Drainage fees shall be paid in accordance with Section 26.49 of Palm Desert Municipal Code and Palm Desert Ordinance Number 653. 24. Park fees in accordance with PDMC Section 26.48.060 shall be paid prior to the recordation of the tract map. Prior to the issuance of grading permits the applicant shall: 8 RESOLUTION NO. 2018-16 25. Submit a grading plan to the Department of Public Works for review and approval. Any changes to the approved civil or landscape plans must be reviewed for approval prior to work commencing. 26. Submit a final Water Quality Management Plan (WQMP) for approval. The WQMP shall identify the Best Management Practices (BMPs) that will be used on the site to control predictable pollutant runoff. Prior to the issuance of a grading permit, the Operation and Maintenance Section of the approved final WQMP shall be recorded with County's Recorder Office and a conformed copy shall be provided to the Department of Public Works. 27. Provide the City Engineer with evidence that a Notice of Intent (NOI) has been filed with the State Water Resources Control Board. Such evidence shall consist of a copy of the NOI stamped by the State Water Resources Control Board or the Regional Water Quality Control Board, or a letter from either agency stating that the NOI has been filed. 28. Submit a PM10 application to the Department of Public Works for approval. The applicant shall comply with all provisions of PDMC Section 24.12 regarding Fugitive Dust Control. 29. Identify all proposed and existing utilities on the precise grading plan. 30. Storm drain/retention area design and construction shall be contingent upon a drainage study prepared by a registered civil engineer that is reviewed and approved by the Department of Public Works. 31. Pad elevations, as shown on the tentative map, are subject to review and modification in accordance with Chapter 27 of the PDMC. BUILDING AND SAFETY DEPARTMENT: 32. Development of this project shall comply with the latest adopted edition of the following codes: A. 2016 California Building Code and its appendices and standards. B. 2016 California Residential Code and its appendices and standards. C. 2016 California Plumbing Code and its appendices and standards. D. 2016 California Mechanical Code and its appendices and standards. E. 2016 California Electrical Code. F. 2016 California Energy Code. G. 2016 California Green Building Standards Code. H. Title 24 California Code of Regulations. I. 2016 California Fire Code and its appendices and standards. 9 RESOLUTION NO. 2018-16 33. An approved automatic fire sprinkler system shall be installed as required per the City of Palm Desert Code Adoption Ordinance 1265. 34. A disabled access overlay of the precise grading plan is required to be submitted to the Department of Building and Safety for plan review of the site accessibility requirements as per 2013 CBC Chapters 11A & B (as applicable) and Chapter 10. 35. All exits must provide an accessible path of travel to the public way. (CBC 1027.5 & 11B-206) 36. Detectable warnings shall be provided where required per CBC 11B-705.1.2.5 and 11B-705.1.2. 2. The designer is also required to meet all ADA requirements. Where an ADA requirement is more restrictive than the State of California, the ADA requirement shall supersede the State requirement. 37. Provide an accessible path of travel to the trash enclosure. The trash enclosure is required to be accessible. Please obtain a detail from the Department of Building and Safety. 38. Public pools and spas must be first approved by the Riverside County Department of Environmental Health and then submitted to Department of Building and Safety. Pools and Spas for public use are required to be accessible. 39. All contractors and subcontractors shall have a current City of Palm Desert Business License prior to permit issuance per PDMC, Title 5. 40. All contractors and/or owner -builders must submit a valid Certificate of Workers' Compensation Insurance coverage prior to the issuance of a building permit per California Labor Code, Section 3700. 41. Address numerals shall comply with Palm Desert Ordinance No. 1265 (PDMC 15.28. Compliance with Ordinance 1265 regarding street address location, dimension, stroke of line, distance from street, height from grade, height from street, etc. shall be shown on all architectural building elevations in detail. Any possible obstructions, shadows, lighting, landscaping, backgrounds or other reasons that may render the building address unreadable shall be addressed during the plan review process. You may request a copy of Ordinance 1265 or PDMC Section 15.28 from the Department of Building and Safety counter staff. 42. Please contact the Building and Safety Department at (760) 776-6420 regarding the addressing of all buildings and/or suites. FIRE DEPARTMENT: 43. Final fire and life safety conditions will be addressed when building plans are reviewed by the Fire Prevention Bureau. These conditions will be based on 10 RESOLUTION NO. 2018-16 occupancy, use, the California Building Code (CBC), California Fire Code (CFC), and related codes which are in force at the time of building plan submittal. 44. The Fire Prevention Bureau is required to set a minimum fire flow for the construction of all residential buildings per CFC Appendix B. The developer shall provide for this project, a water system capable of delivering 2,000 GPM at 20-PSI residual operating pressure for a two-hour duration for single-family dwellings and 4,000 PGM at 20-PSI residual operating pressure for a four-hour duration for multi- family projects. The developer shall also provide a water system capable of delivering 4,000 GPM at 20-PSI residual operating pressure with a four-hour duration for all commercial land developments. 45. The Fire Prevention Bureau is required to set minimum fire hydrant distances per CFC Appendix C. Standard fire hydrants (6" x 4" 2 1/2" outlets) shall be located on Fire Department access roads and adjacent public streets. Hydrants shall be spaced at 500 feet apart at each intersection, and shall be located no more than 250 feet from any point on the street or Fire Department access road(s) frontage to a hydrant for single-family dwellings and 350 feet apart at each intersection, and shall be no more than 210 feet from any point on the street or Fire Department access road(s) frontage to a hydrant for multi -family projects. The required fire flow shall be available from any adjacent hydrant(s) in the system. 46. If construction is phased, each phase shall provide approved access and fire protection prior to any building construction (CFC Chapter 5). 47. Fire apparatus access roads and driveways shall be designed and maintained to support the imposed loads of fire apparatus and shall be with a surface to provide all-weather driving capabilities. Access roads shall be 60,000 lbs. GVW with a minimum AC thickness of .25 feet. In accordance with Section 3310.1 prior to building construction, all locations where structures are to be built shall have fire apparatus access roads. 48. The gradient for fire apparatus access roads shall not exceed 15 percent. All access roads shall have an unobstructed width of not less than 20 feet for commercial and 20 feet for residential with an unobstructed vertical clearance of not less than 13 feet and six inches. 49. Maximum cul-de-sac length shall not exceed 1,320 feet. Minimum outside turning radius on any cul-de-sac shall be 37 feet for single-family developments and 45 feet for multi -family developments. 50. Dead end roadways and streets in excess of 150 feet, which have not been completed, shall have a turnaround capable of accommodating fire apparatus. 51. The developer shall furnish three copies of the water system plans to the Fire Prevention Bureau for approval prior to installation of all private water systems pertaining to the fire service loop for the underground water system. Plans shall be 11 RESOLUTION NO. 2018-16 signed by a registered civil engineer, contain a Fire Prevention Bureau approval signature block, and conform to hydrant type, location, spacing and minimum fire flows standards. The hydraulic calculation will be required with the underground submittal to ensure fire flow requirements are being met for the on -site hydrants. The plans must be submitted and approved prior to building permit being issued. 52. Fire sprinkler plans shall be submitted to the Fire Prevention Bureau for approval. Three sets of sprinkler plans must be submitted by the installing contractor to the Fire Prevention Bureau prior to issuance of building permits. 53. Alarm plans shall be submitted to the Fire Prevention Bureau for approval. Three sets of alarm plans must be submitted by the installing contractor to the Fire Prevention Bureau prior to issuance of building permits. 54. A "Knox -box" shall be provided and shall be installed a minimum of six feet in height and be located to the right side of fire riser sprinkler rooms. 55. All manual and electronic gates on required Fire Department access road or gates obstructing Fire Department access shall be provided with the Knox Rapid entry system for emergency access by firefighting personnel. 12 CITY COUNCIL RESOLUTION NO. 2020-01 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, AMENDING CONDITION OF APPROVAL NO. 14 OF RESOLUTION 2018-16 FOR THE REPURPOSING OF THE FORMER PALM DESERT COUNTRY CLUB EXECUTIVE COURSE TO ESTABLISH 69 CONDOMINIUM UNITS ON APPROXIMATELY 30 ACRES LOCATED WITHIN PALM DESERT COUNTRY CLUB CASE NOS: PP/CUP/EA 16-280 WHEREAS, on the 10t'' day of May, 2018, the City Council of the City of Palm Desert adopted Resolution 2018-16 approving the development of 30 acres at Palm Desert Country Club previously occupied by the Executive Golf Course; and WHEREAS, the City Council of the City of Palm Desert, California, did on the g'n day of January 2020, hold a duly noticed public hearing to consider the request by PD Holdings, LLC, to amend Condition No. 14 of Resolution 2018-16 replacing the previous condition requiring a$12.50 in-lieu affordable housing fee with new conditions requiring payment of Impact Fees and land dedication for the expansion of Joe Mann Park; and WHEREAS, at the meeting of January 9th, 2020, the City Council continued the applicants request to the regularly scheduled City Council meeting on the 13 h of February and directed staff to work with the applicant to establish interim maintenance standards for the former Executive Golf Course and to ensure the applicants Impact Fee payments would contribute to a City housing funds; and WHEREAS, at the meeting of February 13t'', 2020, the City Council continued the applicants request to the regularly scheduled City Council meeting on the 27t" day of February to allow staff more time to work through the applicant's proposal; and WHEREAS, at the meeting of February 27, 2020, the City Council continued the applicants request to the regularly scheduled City Council meeting on the 12 h day of March to finalize details regarding a land exchange for the possible expansion of Joe Mann Park; and WHEREAS, said applications have complied with the requirements of the "City of Palm Desert Procedure for Implementation of the California Environmental Quality Act," Resolution No. 2019-41, in that the Director of Community Development has determined that amendments to the approved conditions are not a project subject to the California Environmental Quality Act; and WHEREAS, on the 12th day of March 2020, the City Council, at said public hearing, upon hearing and considering all testimony and arguments, if any, of all interested persons desiring to be heard, said City Council did find the amended condition is consistent with the goals and polices of the General Plan. C{TY COUNCIL RESOLUTION NO. 2020-01 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY ,,,, OF PALM DESERT, CALIFORNIA, AS FOLLOWS: ; 1. That the above recitations are true and correct and constitute the findings of the City Council in this case. 2. That the City Councif does hereby resolve and replace Condition No. 14 of Resolution 2018-16 for PP/CUP/EA 16-280, subject to conditions. PASSED, APPROVED, AND ADOPTED by the City Council of the City of Palm Desert, California, at its regular meeting held on the 12 h day of March 2020, by the following vote, to wit: AYES: HARNIK, JONATHAN, KELLY, WEBER, and NESTANDE NOES: NONE ABSENT: NONE ABSTAIN: NONE GINA NESTANDE, MAYOR "' ATTEST: RACH LLE D. KLASSEN, CITY CLERK CITY OF PALM DESERT, CALIFORNIA 2 CITY COUNCIL RESOLUTION NO. 2020-01 CONDITIONS OF APPROVAL CASE NOS. PP/CUP/EA 16-280 DEPARTMENT OF COMMUNITY DEVELOPMENT: 1. The development of the property shall conform substantially with exhibits on file with the Department of Community Development, as modified by the following conditions. 2. All conditions of approval listed in Resolution 2018-16 remain in effect with the exception of Condition of Approval No. 14 which is replaced by the following conditions. 3. The applicant shall record the Declaration of Protective Restrictions dated November 2017, as agreed upon with the Palm Desert Country Club Homeowners Association. After providing evidence of said Declaration to the satisfaction of the City's Director of Community Development the following conditions shall become effective: A. The applicant shall grant City a 10-year option at the City's complete discretion and in form approved by City, to acquire a 2.5-acre parcel at the eastern end of Hole #4 and adjacent to Joe Mann Park, as shown in Exhibit A of this Resolution. The applicant shall cooperate with City in processing a parcel map waiver to accomplish the transfer and cooperate with the City and the applicable HOA to facilitate property owner approval of an amendment to the CCR's to allow the construction of a park on the property. The transfer of land is at no cost to the City. B. The applicant agrees to make a one-time payment of $400,000 to the City's 870 Housing Fund. This fee shall be collected on a per unit basis, at a rate of $5,797.10 per unit, prior to building permit issuance. C. The developer shall provide all Real Estate Sales Agreements to the City's Community Development Depa tment upon sale of each dwelling unit. These Agreements shall be submitted no later than the 28th day of each month until sale of the final unit. For all dwelling unit sold for an amount that exceeds $450,000, 50% of the amount that exceeds $450,000 but less than $500, 000, shall be contributed to the City. These funds shall be deposited into the City's 870 Housing Fund. The developer shall split the sales until an additional $400,000 has been collected by the City. Prior to finalization of the map the developer will record an agreement acceptable to the City memorializing this condition. 4. The applicant shall submit a landscape plan and/or exhibit to the City's Community Development Department for the purposes of identifying turf areas of h the golf course, desert landscape areas with decomposed granite ground cover, and naturalized areas. CITY COUNCIL RESOLUTION NO. 2020-01 5. Prior to Certificate of Occupancy for a sing Areas, the applicant shall landscape the accordance with an approved landscape plan. le unit within any of the Planning entirety of the Planning Area in .,,J A 4 CITY OF PALM DESERT 73-510 FRED WARING DRIVE PALM DESERT, CALIFORNIA 92260-2578 TEL: 760-346-0611 PLANNING@PALMDESERT.GOV ARCHITECTURAL REVIEW COMMISSION NOTICE OF ACTION September 25, 2023 Villas PD LLC 77200 California Drive Palm Desert, CA 92211 Subject: Consideration to approve a Design Review to modify the approved architecture for an approved Precise Plan, Conditional Use Permit, and Environmental Assessment to develop a 69-unit residential development located on 30 acres within Palm Desert Country Club. The Architectural Review Commission of the City of Palm Desert considered your request and took the following action at its meeting of September 12, 2023: Following discussion, MOTION BY COMMISSIONER COLVARD, SECOND BY COMMISSIONER LATKOVIC, CARRIED 5-0, (CHAIR VUKSIC and VICE CHAIR MCINTOSH ABSENT); to approve Case No. Design Review (MISC) 23-0037 as presented. Any appeal of the above action may be made in writing to the City Clerk of the City of Palm Desert within 15 days of the date of the decision. If you have any questions, please contact Principal Planner, Nick Melloni, at (760) 776-6479 or nmelloni@palmdesert.gov. Sincerely, NICK MELLONI, SECRETARY ARCHITECTURAL REVIEW COMMISSION cc: File CITY OF PALM DESERT DEVELOPMENT SERVICES DEPARTMENT ARCHITECTURAL REVIEW COMMISSION MEMORANDUM To: Honorable Chair and Members of the Commission From: Carlos Flores, AICP, Principal Planner Date: February 13, 2024 Case No(s): SARC24-0002 Subject: Consideration to approve a Sign Program for a new multitenant commercial building located at 72310 Highway 111 BACKGROUND The Applicant, Western Sign & Awning, is requesting approval of a Sign Program (Program) for a new, multitenant commercial building (Building) located at 72310 Highway 111. The Building is currently under construction and proposed to have a “T-Mobile” retailer and “Schools First” bank. The proposed Program would set the guidelines for sign criteria, including size, location, construction, height, length, and illumination for up to twelve (12) business identification signs and one (1) freestanding monument sign. PROJECT SUMMARY A. Property Description: On December 21, 2021, the City of Palm Desert Planning Commission (Commission) adopted Resolution No. 2801 which approved Precise Plan and Conditional Use Permit 20-0002 to demolish the former Pizza Hut building and construct a new 7,500 square foot multitenant commercial building at 72310 Highway 111, within the existing Walmart Neighborhood Market Shopping Center. The Commission approved this after the Architectural Review Commission (ARC) approved the design of the building on September 28, 2021. Sign design or standards for the Building were not presented as part of the Design Review for the building. Building permits for the Building have been issued and the Building is currently under construction. SARC24-0002 73210 Highway 111 Program Page 2 of 7 February 13, 2024 B. Zoning, General Plan and Adjacent Uses: Table 1 – Adjacent Land Use and Designations Existing Uses General Plan Zoning Project Site Commercial Building (Future T-Mobile and Schools First Bank site) Regional Retail Regional Commercial Center (P.C.-3) North Existing Commercial uses Regional Retail Regional Commercial Center (P.C.-3) South Existing Commercial uses Regional Retail Resort Commercial Center (P.C.-4) East Existing Commercial uses Regional Retail Regional Commercial Center (P.C.-3) West Existing Commercial uses Regional Retail Regional Commercial Center (P.C.-3) C. Project Description The Applicant is requesting Program approval to establish sign criteria for building signage and a monument sign for the new Building. The proposed Program would set the guidelines for sign criteria, including size, location, construction, height, length, and illumination for up to twelve (12) business identification signs and one (1) freestanding monument sign (Monument). The Program establishes sign criteria for up to four (4) tenants in the Building and a location for a Monument as shown in Exhibit 1 below. Exhibit 1 – Program Site Plan The Program allows for each suite to have one sign per tenants leased frontage. End suites that take up the entirety of the north or south elevations would be allowed one (1) SARC24-0002 73210 Highway 111 Program Page 3 of 7 February 13, 2024 sign per north or south elevation. The program provides for flexibility in the event the building is divided into multiple suites. The Program provides specific locations on the building façade for each sign, requiring each sign to be centered on its fascia. The Program proposes to allow the following types of construction in illuminated and non- illuminated forms: - Acrylic face channel letters - Through face and halo channel letters - Reverse pan channel letters - Logo modules with applied vinyl graphics - Flat cut out dimensional shapes and accents - Metal screen mesh - Wireway/Cloud backgrounds for letter logo mounting. The Program also prohibits certain signs, including, but not limited to: - Painted Signs - Wall signs above the top of the parapet or roof line - Flashing, moving, or audible signs - Light bulb strings - Billboard signs - Standard plex faced cabinet construction The Program stipulates Monument design standards for one (1) Monument located off Highway 111.. The new Monument design was approved by ARC on April 20, 2023. The Program provides standards for the Monument, providing details on size and architectural design, that match the previously approved and constructed Monument. The Monument measures 6’ in height and 9’-3” in length and includes Coronado Stone on the bottom, Para Soleil metal panels on the sides, and back-lit illuminated tenant panels. The Monument color and materials are designed to match the Building. ANALYSIS Development Standards Per Palm Desert Municipal Code (PDMC) Section 25.56.100, the purpose of a comprehensive sign program is to “integrate all of a nonresidential project’s signs with the overall site design and the structures’ design into a unified architectural statement. A comprehensive sign program provides a means for the flexible application of sign regulations in order to provide incentive and latitude in the design and display of multiple signs…” Table 2 provides a summary of proposed development standards for the Program and how it compares to the City’s sign ordinance under PDMC Section 25.56.070 SARC24-0002 73210 Highway 111 Program Page 4 of 7 February 13, 2024 Table 2 – PDMC Summary Standard PDMC Allowance Program Size (max sign area) 75 sq. ft. 50 sq. ft Sign Height Maximum height of 20 ft. Maximum 22’ to top of sign Letter Height N/A 75% of adjacent sign band surface, centered on fascia, maximum 2’ letter height Number of Signs 1 per building frontage 1 sign per tenant leased frontage Illumination Allowed Yes Yes Length N/A Maximum 75% of adjacent surface Secondary Signs Two per business Not allowed ZONING ORDINANCE SUMMARY Proposed comprehensive sign programs require Design Review approval by the Architectural Review Commission pursuant to PDMC Section 25.68.050(C)(3). A comprehensive sign program shall comply with the following standards, as outlined in PDMC Section 25.56.100(D): 1. The proposed sign program shall comply with the purpose and intent of this chapter. The intent of this chapter (PDMC Chapter 25.56 Signs) is to implement the goals and policies of the General Plan, particularly with regard to developing a City that is visually attractive and preserving and enhancing the visual aspects of the City’s streets, highways, vistas, and view sheds. The purpose of these regulations is to provide each sign user an opportunity for adequate identification while guarding against excessive advertising and the confusing proliferation of signs, ensure signs are in harmony with the building, the neighborhood, and other signs in the area, and protect the safety of motorists and pedestrians by minimizing the distraction of excessive and intrusive signs as well as to protect the life, health, property, and general welfare of residents and visitors. Everything proposed within the Sign Program is in line with the intent mentioned above. The Program provides each tenant with adequate identification but not a proliferation of number of square footage of signs that is excessive. The signs are designed to be harmonious with the building and surrounding commercial uses and are designed in a way to not cause distractions to motorists as they drive by. The Sign Program creates strict criteria to ensure that the signage on the building is attractive and enhances the visual aspects of the City meanwhile providing adequate size for businesses. SARC24-0002 73210 Highway 111 Program Page 5 of 7 February 13, 2024 2. The proposed signs shall enhance the overall development, be in harmony with, and relate visually to other signs included in the comprehensive sign program, to the structures and/or developments they identify, and to surrounding development when applicable. The proposed Sign Programs creates a uniform look for the building and provides criteria to ensure this consistency. The signs are designed to be in harmony with the building and all signs on the building. The Sign Program has clear and detailed criteria relating to development standards, construction, sign criteria, and location. The signs are compatible with the surrounding commercial uses. 3. The sign program shall address all signs, including permanent, temporary, and exempt signs. The sign program provides standards for all types of signs, including permanent, temporary, and exempt signs. Additionally, it provides information on signs that are prohibited, window signage, and the monument sign. The program adequately addresses all signs. 4. The sign program shall accommodate future revisions that may be required because of changes in use or tenants. The program accommodates futures revisions to the building, including the possibility of additional tenants in the suites. The sign program is broad enough to provide standards to a change in tenants for the building, meanwhile still providing clear criteria for any future use or tenants in the building. 5. The sign program shall comply with the standards of this chapter, except that deviations are allowed with regard to sign area, total number, location, and/or height of signs to the extent that the comprehensive sign program will enhance the overall development and will more fully accomplish the purposes and intent of this chapter. Table 2 in the staff report provides a breakdown of where the program deviates from the Palm Desert Municipal Code chapter on signs. With exception to height, number of signs, and construction, the signs comply with the standards and intent of the chapter. The sign program is designed to enhance the overall development, including the building the Program is for as well as the surrounding commercial uses, and is intended to enhance the visual character of the commercial zone it is located in. 6. Approval of a comprehensive sign program shall not authorize the use of signs prohibited by this chapter. SARC24-0002 73210 Highway 111 Program Page 6 of 7 February 13, 2024 Approval of the sign program would not include approval of individual sign permit(s). If the program is approved, the Applicant would need to apply for sign permit(s) for any individually proposed signs, subject to the review and approval of the City’s Development Services Department. 7. Review and approval of a comprehensive sign program shall not consider the signs’ proposed message content. The sign program is written to be absent of any standards as it relates to message content and instead focuses solely on sign standards, locations, construction, and criteria. The approval of a sign program does not take into account the signs proposed message content. Findings for the ARC decisions of comprehensive sign program applications are listed under PDMC Section 25.56.100(E) as follows. Findings in support of the project are listed below: 1. The comprehensive sign program complies with the purpose of this chapter, including the design criteria. The intent of this chapter (PDMC Chapter 25.56 Signs) is to implement the goals and policies of the General Plan, particularly with regard to developing a City that is visually attractive and preserving and enhancing the visual aspects of the City’s streets, highways, vistas, and view sheds. The purpose of these regulations is to provide each sign user an opportunity for adequate identification while guarding against excessive advertising and the confusing proliferation of signs, ensure signs are in harmony with the building, the neighborhood, and other signs in the area, and protect the safety of motorists and pedestrians by minimizing the distraction of excessive and intrusive signs as well as to protect the life, health, property, and general welfare of residents and visitors. Everything proposed within the Sign Program is in line with the intent mentioned above. The Program provides each tenant with adequate identification but not a proliferation of number of square footage of signs that is excessive. The signs are designed to be harmonious with the building and surrounding commercial uses and are designed in a way to not cause distractions to motorists as they drive by. The Sign Program creates strict criteria to ensure that the signage on the building is attractive and enhances the visual aspects of the City meanwhile providing adequate size for businesses. 2. Proposed signs enhance the overall development and are in harmony with other signs included in the plan with the structures they identify and with surrounding development. SARC24-0002 73210 Highway 111 Program Page 7 of 7 February 13, 2024 The proposed Sign Programs creates a uniform look for the building and provides criteria to ensure this consistency. The signs are designed to be in harmony with the building and all signs on the building. The Sign Program has clear and detailed criteria relating to development standards, construction, sign criteria, and location. The signs are compatible with the surrounding commercial uses. 3. The comprehensive sign program contains provisions to accommodate future revisions that may be required because of changes in use or tenants. The program accommodates futures revisions to the building, including the possibility of additional tenants in the suites. The sign program is broad enough to provide standards to a change in tenants for the building, meanwhile still providing clear criteria for any future use or tenants in the building. 4. The comprehensive sign program complies with the standards of this chapter, except that flexibility is allowed with regard to sign area, number, location, and/or height to the extent that the signs proposed under the comprehensive sign program will enhance the overall development, achieve superior quality design, and will more fully accomplish the purposes of this chapter. Table 2 in the staff report provides a breakdown of where the program deviates from the Palm Desert Municipal Code chapter on signs. With exception to height, number of signs, and construction, the signs comply with the standards and intent of the chapter. The sign program is designed to enhance the overall development, including the building the Program is for as well as the surrounding commercial uses, and is intended to enhance the visual character of the commercial zone it is located in. STAFF RECOMMENDATION Staff recommends the ARC approve the request for a comprehensive sign program approval, determining the requirements of the findings have been met. Any modifications required by the ARC should be added to the motion as a condition of approval. Attachment: 1. Project Exhibits from the Applicant CITY OF PALM DESERT DEVELOPMENT SERVICES DEPARTMENT ARCHITECTURAL REVIEW COMMISSION MEMORANDUM To: Honorable Chair and Members of the Commission From: Nick Melloni, AICP, Principal Planner Date: February 13, 2024 Case No: Landscape (LS) 24-0003 Related: General Plan Amendment / Precise Plan 21-0001 and TTM 37993 Subject: Consideration of a Design Review for an amendment to the approved landscape plan for the Montage residential tract (TR 37993) located at the northwest corner of Portola Avenue and Julie Lane. Changes include reduction in quantities of trees in common area landscapes and the reconfiguration and modification of tree species along the project frontage on Julie Lane. Executive Summary The proposal is a request by GHA Montage PD, LLC (“Applicant”) to modify the approved landscape plan for the Montage residential tract. During the course of construction, the developer made changes to the landscape plan by generally reducing the total number of trees within the common area landscapes, which will be taken over by the homeowner’s association of the community. These changes were made in four separate revisions to a landscape construction plan for the project from September 2021, which was originally consistent with the conceptual landscape plan approved for the development. The landscape was modified without review and approval by the City of Palm Desert, and currently plantings reflect this. The changes were discovered during Planning inspections of the final phases of the development. The modifications did not receive formal City approval and do not substantially conform to the exhibits on file for the conceptual project approval. Planning staff notes that overall, 252 trees were removed, and some modifications were made to trees species counts. The Architectural Review Commission (ARC) is being requested to approve the proposed landscape modifications. The ARC has the discretion to accept the proposed modifications, or to request changes, such as adding additional trees or other changes from the applicant. The applicant notes the trees have been reduced for aesthetic reasons and that many street trees within the project are noted as being removed because they were relocated into the front yards of each lot. LS24-0003 Page 2 of 5 February 13, 2024 Background On June 10, 2021, the Palm Desert City Council adopted Resolution No. 2021-34 approving Precise Plan 21-0001, and TTM 37993, to develop a 23.4-acre vacant site into a 63-unit single-family residential subdivision. This action also included a general plan amendment to the site to Conventional Suburban Neighborhood. Project Summary A. Property Description: The property site is a 23.4-acre residential subdivision at the northwest corner of Portola Avenue and Julie Lane . B. Zoning, General Plan, and Adjacent Uses Table 1 – Adjacent Land Use and Designations Existing Uses General Plan Zoning Project Site Single-family residential condominium Conventional Suburban Neighborhood Planned Residential, 20 dwelling units per acre (PR-20) North Single family residential Conventional Suburban Neighborhood Planned Residential, 5 dwelling units per acre (PR-5) South Single family residential Conventional Suburban Neighborhood PR-5 East Single family residential Town Center Neighborhood University Neighborhood Specific Plan (UNSP) West Vacant (approved project site) Town Center Neighborhood Refuge Specific Plan (RSP) C. Project Description The ARC’s review of the project will focus on landscape modifications proposed by the applicant. The applicant has provided a narrative (Attachment #1) Outlining their proposed changes and the reason for the changes. A copy of the applicant’s landscaping planting plan is provided as Attachment #2. A markup provided by Planning staff is included as Attachment #3; this markup summarizes where the changes occurred in comparison with the original approved landscape plans. The original conceptual landscape plan, which was presented to the City Council, is provided as Attachment #4. LS24-0003 Page 3 of 5 February 13, 2024 The table below summarizes the species quantities added and reduced in the latest plan submittal by the applicant, in comparison to the original landscape plan presented to the City dated September 2021: Table 2 – Landscape Plantings Quantity Changes Plant Name LP 1.01 LP 1.02 1.03 1.04 1.05 1.06 1.07 1.08 1.09 Total Acacia stenophylia -3 -4 0 0 -15 0 -8 -3 -2 -35 Chinese elm -16 -8 -16 -16 0 -11 0 0 0 -67 Chipalta 0 0 0 0 -27 0 -13 -2 0 -42 Citrus reticulata -22 -28 0 0 0 0 0 0 0 -50 Dalbergia sissoo 0 -2 0 0 0 0 0 0 0 -2 Date palm 0 0 0 0 0 0 0 0 3 3 Desert museum palo verde 0 0 0 -4 0 -3 0 -12 0 -19 Honey mesquite 0 0 0 0 0 0 -16 -5 -13 -34 Oak 0 0 0 0 0 0 0 -8 0 -8 Silk tree 0 0 0 0 0 -1 0 0 0 -1 One notable design change includes the addition of artificial turf at the corner of Portola Avenue and Julie Lane adjacent to a monument sign. The applicant also revised the landscape design along Julie Lane by replacing the originally approved tree species, Honey Mesquite with Palo Verde trees, reducing the total number of these trees, and eliminating all tree plantings within the center median. The selection of these trees was accepted by the Planning Commission and was the topic of public comment due to concerns the trees might obstruct north facing views of existing homeowners to the south. The applicant has provided a letter outlining their reasons for the change being that the Palo Verde would not grow as tall or have the same spread as a Honey Mesquite tree. Analysis Pursuant to Palm Desert Municipal Code (PDMC) Section 25.68, the Architectural Review Commission is the designated authority to approve architectural and landscape modifications under a design review. In making a determination on a design review application, the ARC must make findings per PDMC 25.68.040: A. That the proposed development conforms to any legally adopted development standards. The proposed modifications do not affect the project’s conformance to development standards. The municipal code does not establish criteria for the total number of trees LS24-0003 Page 4 of 5 February 13, 2024 planted within common areas or perimeters. The code establishes a minimum of two 24” box sized shade trees be planted in the front yard of all single-family homes. B. That the design and location of the proposed development and its relationship to neighboring existing or proposed developments and traffic is such that it will not impair the desirability of investment or occupation in the neighborhood; and that it will not unreasonably interfere with the use and enjoyment of neighboring existing or proposed developments and that it will not create traffic hazards or congestion. The project has been previously reviewed and evaluated under the California Environmental Quality Act. An Addendum to the General Plan Environmental Impact Report (SCH No. 2015081020) was adopted by the Planning Commission for the original project approval under Resolution No. 2021-34. The modifications to the project’s landscaping will not expand or enlarge the project. C. That the design and location of the proposed development is in keeping with the character of the surrounding neighborhood and is not detrimental to the harmonious, orderly, and attractive development contemplated by this title and the General Plan of the City. The proposed project blends with the surrounding neighborhood by incorporating a desert native landscaping design in a palette that is harmonious with the surrounding development. D. That the design and location of the proposed development would provide a desirable environment for its occupants, as well as for its neighbors, and that it is aesthetically of good composition, materials, textures, and colors. The proposed design incorporates landscaping that is similar to other tracts in the vicinity of the site. E. That the proposed use conforms to all the requirements of the zone in which it is located and all other applicable requirements. The project has been previously reviewed and approved and found to comply with applicable design requirements to provide landscaping within all setback areas and in the front yard areas of the site. F. That the overall development of the land shall be designed to ensure the protection of public health, safety, and general welfare. The site plan and grading plan have been reviewed to confirm the design provides protection of the public’s health, safety, and general welfare. The site is adequately serviced by utilities and the grading plan was reviewed in accordance with City requirements. LS24-0003 Page 5 of 5 February 13, 2024 STAFF RECOMMENDATION Staff recommends the ARC determines that the requirements of the findings have been met based on the analysis and approves the Design Review with the following condition: 1. The landscaping along the perimeter streets, Portola Avenue, Julie Lane, and Shepherd Lane at the north edge of the tract be revised to substantially match with the originally approved plan presented to the City Council in terms of tree placement and quantities. The ARC has the discretion to follow staff recommendation, continue the matter with comments, approve the project as presented, or request the Applicant modify the design of the project before approving the case. Any modifications required should be added to the motion as a condition of approval. Attachments: 1. Applicant Letter 2. Applicant Landscape Plan 3. Planning Staff Markup 4. Conceptual Landscape Plan C2 Collaborative C2 CollaborativeWHERE IRRIGATION PRESSURE SUPPLY LINE IS SHOWN WITHIN SIDEWALK OR PAVEDAREA IT IS FOR DRAWING CLARITY. ACTUAL LOCATION TO BE OFFSET 18" BACK OFCURB, WALK OR HARDSCAPE. DO NOT RUN ANY IRRIGATION MAINLINE OR LATERALLINES BENEATH TREE ROOTBALLS.PRESSURE REGULATING DEVICES ARE REQUIRED IF WATER PRESSURE IS BELOW OREXCEEDS THE RECOMMENDED PRESSURE OF THE SPECIFIED IRRIGATION DEVICES.CHECK VALVES AND ANTI-DRAIN VALVES ARE REQUIRED ON ALL SPRINKLER HEADSWHERE LOW POINT DRAINAGE COULD OCCUR.A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THEIRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES.A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THESIGNER OF THE LANDSCAPE PLANS, THE SIGNER OF THE IRRIGATION PLANS, OR THELICENSED LANDSCAPE CONTRACTOR FOR THE PROJECT.DRIP TUBING SHALL BE INSTALLED BELOW MULCH LAYER AS DETAILED. SUPPLY AND EXHAUST HEADERSSHALL BE INSTALLED BELOW GRADE AT DEPTHS SHOWN.5.6.7.8.GALLONS PER MINUTEELECTRIC CONTROL VALVE SIZECONTROLLER & STATION NO.PVC PRESSURE SUPPLY LINESCH 40 BE (BELL END)AS APPROVEDSCH 40 BE (BELL END)PVC IRRIGATION SLEEVE(SEE NOTE #4)PVC LATERAL LINE 3.1.SYMBOLIRRIGATION SCHEDULEMANUFACTURERDETAIL No.DESCRIPTIONSYSTEM HAS BEEN DESIGNED BASED ON A MINIMUM STATIC WATER PRESSURE OF 90 PSI.2.CONTRACTOR SHALL FIELD VERIFY ON THE UPSTREAM SIDE OF THE BACKFLOW PREVENTER PRIOR TOORDERING MATERIALS OR STARTING ANY IRRIGATION INSTALLATION AND NOTIFY CONSULTANT OF ANYDIFFERENCE FROM STATED PRESSURE. IF CONTRACTOR FAILS TO NOTIFY CONSULTANT HE ASSUMESFULL RESPONSIBILITY FOR ANY SYSTEM ALTERATIONS AS DIRECTED BY THE CONSULTANT.4.REQUIRED SLEEVES1-2" SCH 40 PVC1-2" SCH 40 PVC1-2" SCH 40 PVC1-3" SCH 40 PVC1-2" SDR 35 PVCPIPE SIZE OR WIRE QUANTITYDRIP TUBING3/4" LATERAL1" PRESSURE SUPPLY LINE1 1/4" PRESSURE SUPPLY LINE1-20 CONTROL WIRESSCH 40 BE (BELL END)INSTALL IRRIGATION SLEEVES UNDER ALL PAVED SURFACES PER THE FOLLOWING SCHEDULE:1-3" SCH 40 PVC1 1/2" PRESSURE SUPPLY LINEALL BASE INFORMATION HAS BEEN TAKEN FROM DRAWINGS PROVIDED BY C2 COLLABORATIVE.SECURE DRIP TUBING AT A CONSISTENT ROW SPACING WITH NETAFIM #TLS6 SOIL STAPLES OR 6" JUTTEMATTE STAPLES NO GREATER THAN 36" ALONG LENGTH OF TUBING. USE TWO STAPLES IN AN 'X'PATTERN OVER ANY CHANGES IN DIRECTION OF TUBING.INSTALL DRIP EMITTER TUBING AS SHOWN ON PLANS AND AS DESCRIBED BY CONSTRUCTIONDETAILS.DRIP TUBING TO BE LAID DOWN SO THAT EMITTER OUTLETS ARE STAGGERED ON ATRIANGULAR SPACING PATTERN.SYSTEM TYPE1-3" SDR 35 PVC1-40 CONTROL WIRES1 - LI-5.01SCH 40 BE (BELL END)PVC DRIP LATERAL PIPING ALL 3/4" SIZEDRIP VALVE KIT ASSEMBLYQUICK COUPLING VALVERAINBIRD44LRCNIBCOGATE VALVE (LINE SIZE)RAINBIRD XCZ-100-PRBRT-1136 - LI-5.015 - LI-5.018 - LI-5.02HUNTERDRIP LINE AUTOMATIC FLUSH VALVE18 - LI-5.037 - LI-5.01ELECTRIC CONTROL VALVERAINBIRD XXX-PESB-PRS-D (SIZE PER PLAN)1-6" SCH 40 PVC2 1/2" PRESSURE SUPPLY LINE SPECIFICATIONSIRRIGATION MAINTENANCE 5.Flush drip system bi-annually.Check and clean all filters bi-annually.RD-06-S-P45 w/R-VAN 18 90° & 180° NOZ.RAINBIRD45 PSI14' - 16'b bbRD-06-S-P45 w/R-VAN 18-360° NOZ.RAINBIRD45 PSI14' - 16'RD-06-S-P45 w/R-VAN 14 90° & 180° NOZ.6" POP-UP SPRAY HEADw/ ROTARY NOZZLE.RAINBIRD45 PSI8'-13'a aa0.61"/HRRD-06-S-P45 w/R-VAN 14-360° NOZ.RAINBIRD45 PSI0.50 - 1.011.850.32, 0.621.270.13"/HR1 - LI-5.011 - LI-5.01HYDROZONE / WATER USE CATEGORYAS APPROVEDAS APPROVEDAS APPROVEDNO SYMBOLRAINBIRD12 GA. MAXI-WIRE 2-WIRE CONTROL PATHIN 1.25" CONDUIT, ADJ. MAINLINEALL IMPROVEMENTS SHALL COMPLY WITH THE STANDARD UNIFORM BUILDING CODE.9.INSTALL ADJACENT TO MAINLINERD-06-S-P45 w/R-VAN 24 90° & 180° NOZ.RAINBIRD45 PSI17'-22'c ccRD-06-S-P45 w/R-VAN 24-360° NOZ.RAINBIRD45 PSI0.84 - 1.683.486" POP-UP SPRAY HEADw/ ROTARY NOZZLE.6" POP-UP SPRAY HEADw/ ROTARY NOZZLE.6" POP-UP SPRAY HEADw/ ROTARY NOZZLE.6" POP-UP SPRAY HEADw/ ROTARY NOZZLE.6" POP-UP SPRAY HEADw/ ROTARY NOZZLE.8'-13'17'-22'HUNTERECO-MATIN LINE EMITTER TUBING - 14" o.c. 12" EMITTER SPACING15, 16 - LI-5.03RAINBIRD AIR VACUUM RELIEF VALVE - TURFAVR05017 - LI-5.03 INSTALL AT HIGHEST POINT 0'30 PSI0.43"/HR0' 0.52"/HRAS APPROVEDSCH 40 PVC BEPVC DRIP LATERAL PIPING1-2 GPH EMITTER0'30 PSI1, 10 -LI-5.01/20.43"/HRPER SHRUBSIZE PER DETAILTREE SYSTEMSPOINT SOURCE IRRIGATIONSHRUB SYSTEMS230 PSIXB-20-PC 1032DRIP SYSTEM AT TREES0'AT TREESRAINBIRD0.08"/HR14 - LI-5.02C30 PSI0.68 PER TREEDRIP SYSTEM AT PALMS0'0.10"/HR12 - LI-5.02P30 PSIMICRO-SPRAY SYSTEM AT 0'0.90"/HR11 - LI-5.02CITRUS TREESSITE ONEIRRIGATION CONTROLLER INCA5-HU4-XX/LPP/HSSE/GR-K19 - LI-5.03ELEC. METER PED W/ ENCLOSUREREFER TO PLANS FOR STA. COUNTB1" POTABLE WATER METERSUPERIORFFLOW SENSORMASTER VALVE - PRESSUREPER CVWDQS200 SERIES REFER TOPLANS FOR MODELREGULATING-NORMALLY OPEN3100-PRSREDUCED PRESSURE BACKFLOWPREVENTER - SIZED BY CVWDM-ASIZE AS NOTED ON PLANSIZE AS NOTED ON PLAN2 - LI-5.013 - LI-5.014 - LI-5.01FLO-MEC11, 12, 13, 14 - LI-5.029 - LI-5.0210.SOIL AMENDMENT REQUIREMENTS FOR SOD TURF AREAS RECEIVING ECO-MAT DRIP MATTING:A. ALL SOIL WITHIN TURF AREAS SHALL BE REMOVED TO THE DEPTH OF THE ECO-MAT (5"-6").B.REMOVED SOIL SHALL BE THOROUGHLY MIXED WITH THE AMENDMENTS DESCRIBED IN THELANDSCAPE ARCHITECT'S SPECIFICATIONS. INSURE ANY ROCKS OR DEBRIS LARGER THAN 2",AND ANY SHARP EDGED ROCKS OR DEBRIS ARE REMOVED .C.BEFORE INSTALLING ECO-MAT, RAKE IN TO THE SUB-SOIL, TO A DEPTH OF 1", THEAMENDMENTS DESCRIBED IN THE LANDSCAPE ARCHITECT'S AND MHCSD SPECFICATIONS.D.INSTALL ECO-MAT ON SUBSOIL AS DETAILED.E.INSTALL AMENDED, (PREVIOUSLY REMOVED), SOIL OVER ECO-MAT TO REQUIRED GRADELEVEL, COMPACTING TO 80-85% IN 3" LIFTS. MEET REQUIRED SLOPE GRADES TO DRAIN. DONOT OPERATE COMPACTION MACHINERY DIRECTLY ON ECO-MAT.F.REVIEW AND FOLLOW MANUFACTURERS INSTALLATIONS SPECIFICATIONSALL IRRIGATION CONTROL VALVES AND BACKFLOW DEVICES SHALL BE LOCATED INSHRUB AREAS WHENEVER POSSIBLE. VALVE BOXES ARE TO BE SETBACK FROM THEEDGE OF PAVING OR TURF AREAS A MINIMUM OF 12" WHERE SPACE ALLOWS.5006+PC-SAM-R-SS-MPR-25-HRAINBIRD45 PSI23'-24'dRAINBIRD45 PSI1.983.826" POP-UP ROT. HEAD w/PRESS. REG., ST. STEELRISER, SAM23'-24'5000 MPR HALF NOZZLE5006+FC-SAM-R-SS-MPR-25-F5000 MPR FULL NOZZLE5006+PC-SAM-R-SS-MPR-30-(Q,H)RAINBIRD45 PSI25'-28'eeRAINBIRD45 PSI1.40, 2.965.7825'-28'5000 MPR QUARTER, HALF NOZZLE5006+FC-SAM-R-SS-MPR-30-F5000 MPR FULL NOZZLEe6" POP-UP ROT. HEAD w/PRESS. REG., ST. STEELRISER, SAM6" POP-UP ROT. HEAD w/PRESS. REG., ST. STEELRISER, SAM6" POP-UP ROT. HEAD w/PRESS. REG., ST. STEELRISER, SAM10 - LI-5.020.13 PER 24" BOX0.08 PER TREE0.26 PER 36" BOX0.40 PER 48" BOXNOTESd dAqua Commercial Irrigation810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069Ph: (760)750-1900 Fax: (760)750-1999PRESSURE CALCULATION FOR VALVE #A-18AMT1RESIDUAL PRESSUREEXISTING STATIC WATER PRESSUREPRESSURE REQUIRED AT HEADMASTER VALVEREMOTE CONTROL VALVEFITTINGS LOSS (20% OF MAINLINE LOSS)FEET ELEVATION LOSS OR GAINLATERAL LINESTOTAL LOSSES1" IRRIGATION WATER METERDESCRIPTIONFEET OF 1.25" MAINLINE (0.45/100')FLOW INGPMPSILOSSFLOW SENSOR126'11160 LF11.80-11.272.780.500.725.303012.41 PSI5.0090452.6032.59BACKFLOW PREVENTER112.0088PRESSURE LOSS CALCULATIONS5006+PC-SAM-R-SS-MPR-35-(Q,H)RAINBIRD45 PSI29'-35'fRAINBIRD45 PSI1.92, 3.816.6229'-35'5000 MPR QUARTER, HALF NOZZLE5006+FC-SAM-R-SS-MPR-35-F5000 MPR FULL NOZZLE6" POP-UP ROT. HEAD w/PRESS. REG., ST. STEELRISER, SAM6" POP-UP ROT. HEAD w/PRESS. REG., ST. STEELRISER, SAMSYMBOLIRRIGATION SCHEDULEMANUFACTURER MODEL NUMBERDETAIL No.DESCRIPTIONPSI GPMRADIUS PRECIP.ffLATERAL PIPE SIZING IS INDICATED BY THE FOLLOWING SYMBOLS:1-1/2" - X1-1/4" - III1" - II3/4" - I2" - V2-1/2" - VIPOINT SOURCE DRIP LATERALS ARE ALL 34"TREE SYSTEM LATERALS ARE ALL 1"UNLESS OTHERWISE NOTEDNOTE:9 - LI-5.029 - LI-5.029 - LI-5.029 - LI-5.029 - LI-5.029 - LI-5.029 - LI-5.029 - LI-5.029 - LI-5.029 - LI-5.029 - LI-5.02t30 PSIRWS-M 18 WITH PCT-07ROOT WATERING SYSTEMS0'AT TREESRAINBIRD0.10"/HR13 - LI-5.020.5 PER 24" BOX1.00 PER 36" BOX0.61"/HR0.61"/HR0.61"/HR0.61"/HR0.61"/HR0.61"/HR0.61"/HR0.61"/HR0.61"/HR0.61"/HR0.61"/HRAS APPROVEDSCH 40 PVC BEPVC DRIP LATERAL PIPING6 TO 24-2 GPH EMITTERS0'30 PSI1, 11 - 14LI-5.01/2PER PER DETAIL1" UNLESS OTHERWISE NOTEDPOINT SOURCE IRRIGATIONTREE SYSTEMSAPOC AXB-20-PC RAINBIRDXB-20-PC 1032RAINBIRDSYMBOL INDICATES LOCATION WHERE2 - 2 GPH EMITTERS PER SHRUB ARETO OCCUR ON POINT SOURCEIRRIGATION SYSTEM-REFER TO POINTSOURCE SHRUB DRIP IRRIGATIONDETAIL.XB-20-PC RAINBIRDP.O.C 'A'2" POTABLE WATER METERPER CVWDM-BP.O.C 'B'PER CVWDINSTALLED BY CVWDINSTALLED BY CVWDINSTALLED BY CVWDAFV-TMODEL NUMBER8303030FEET OF 2" MAINLINE (0.71/100')1,854 LF13.1630PRESSURE CALCULATION FOR VALVE #B-10AMT1RESIDUAL PRESSUREEXISTING STATIC WATER PRESSUREPRESSURE REQUIRED AT HEADMASTER VALVEREMOTE CONTROL VALVEFITTINGS LOSS (20% OF MAINLINE LOSS)FEET ELEVATION LOSS OR GAINLATERAL LINESTOTAL LOSSES1" IRRIGATION WATER METERDESCRIPTIONFLOW INGPMPSILOSSFLOW SENSOR12'1113.800.870.40.506.903410.25 PSI5.0090455.1034.75BACKFLOW PREVENTER112.002121PRESSURE LOSS CALCULATIONSPOC BFEET OF 2.5" MAINLINE (0.18/100')102 LF0.18343434343 10.27.2022DELTA 3 REVISIONS2 C2 Collaborative IRRIGATION RUN TIME SCHEDULESWATER USE CALCULATIONSAqua Commercial Irrigation810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069Ph: (760)750-1900 Fax: (760)750-19993 10.27.2022DELTA 3 REVISIONS3 14 15 20 19 13 21 18 16 STREET D17 LOT PACACACAC1415201913211816STREET D17LOT Pcccc222cccccccc38 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT OOPEN SPACELOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 CollaborativeAqua Commercial Irrigation810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069Ph: (760)750-1900 Fax: (760)750-1999B-11.5"CITRUS25LATERAL PIPE SIZING IS INDICATED BY THE FOLLOWING SYMBOLS:1-1/2" - X1-1/4" - III1" - II3/4" - I2" - V2-1/2" - VIPOINT SOURCE DRIP LATERALS ARE ALL 34"TREE SYSTEM LATERALS ARE ALL 1"UNLESS OTHERWISE NOTEDNOTE:2"2"1-2" SLEEVEModerate1 9.23.2022DELTA 1 REVISIONS2CONTROLLER A AND B RE-STATIONEDTREES ON RESIDENTIAL LOTS REMOVED(SEE FRONT YARD TYPICALS FOR TREELOCATIONS) CPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCP31 3230 33 STREET DLOT PLOT OLOT U LOT V STREET E RETENTION BASIN A ACAC31323033STREET DLOT PLOT OLOT ULOT VSTREET E M-BF c2222222222222222222B22222cccccccccccc38 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT OOPEN SPACELOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 CollaborativeAqua Commercial Irrigation810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069Ph: (760)750-1900 Fax: (760)750-1999B-31"3SHRUBSB-21"7TREEB-41.5"25CITRUSB-51"TREE5B-101"TURF21B-61"SHRUBS8B-71"SHRUBS5B-111"TURF19B-81"TREE1B-151"TURF20B-131"TURF15LATERAL PIPE SIZING IS INDICATED BY THE FOLLOWING SYMBOLS:1-1/2" - X1-1/4" - III1" - II3/4" - I2" - V2-1/2" - VIPOINT SOURCE DRIP LATERALS ARE ALL 34"TREE SYSTEM LATERALS ARE ALL 1"UNLESS OTHERWISE NOTEDNOTE:11 "411 "411 "42"2"2"2"2 "122"2 "122 "12B-121"TURF611 "2ccccccccccdddddddeeeeeeeeePOINT-OF-CONNECTION B1" DEDICATED POTABLE IRRIGATION WATER METER EXISTING ONSITE AT THIS LOCATION. EXTEND 2-1/2" IRRIGATION PRESSURESUPPLY PIPING THROUGH A 1.5" RPPA BACKFLOW PREVENTER,THEN TO A 1.5" IRRIGATION MASTER VALVE AND A 1" FLOW SENSORASSEMBLY. METER AND BACKFLOW INSTALLED BY CVWD.CONTROLLER "B"INSTALL AN PRE-ASSEMBLED SITE ONE CA5-HU4-42/LPP/HSSE/GR-KELECTRICAL METER PEDESTAL WITH INTEGRAL CONTROLLERENCLOSURE. 42 STATION CONTROLLER WITHIN PEDESTAL WILL BE ACONVENTIONALLY WIRED HUNTER A2C WITH A SOLAR SYNC Et SENSORMOUNTED ON PEDESTAL. COORDINATE AND CONNECT TO 120 VOLTELECTRICAL SERVICE AVAILABLE FROM POWER SOURCE WITHINPEDESTAL TO CONTROLLER.FLOWMEC FLOW SENSOR (QS200-20) AND MASTER VALVE FROM POINTOF CONNECTION SHALL BE WIRED TO THE MASTER VALVE AND FLOWSENSOR INPUTS ON THIS CONTROLLER.THIS CONTROLLER ADJUSTS DAILY USING ET DATA OBTAINED VIA THESOLAR SYNC SENSOR MOUNTED ON THE ELECTRICAL PEDESTAL.B-91"TREE2LowLowLowModerateModerateModerateHighLowLowHighHighHighHigh2 "12Moderate1 9.23.2022DELTA 1 REVISIONS22cd2-2" SLEEVES1-4" SLEEVE2CONTROLLER A AND B RE-STATIONEDTREES ON RESIDENTIAL LOTS REMOVED(SEE FRONT YARD TYPICALS FOR TREELOCATIONS) 11 12910 25 24 13 22 2123LOT MSTREET CAC ACAC11129102524222123LOT MSTREET C 38 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT OOPEN SPACELOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 CollaborativeAqua Commercial Irrigation810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069Ph: (760)750-1900 Fax: (760)750-1999LATERAL PIPE SIZING IS INDICATED BY THE FOLLOWING SYMBOLS:1-1/2" - X1-1/4" - III1" - II3/4" - I2" - V2-1/2" - VIPOINT SOURCE DRIP LATERALS ARE ALL 34"TREE SYSTEM LATERALS ARE ALL 1"UNLESS OTHERWISE NOTEDNOTE:1-2" SLEEVE AT EACH DRIVE AND WALK - TYP.1-2" SLEEVE CPCPCPCPCPCPCPCPCPCPECPCPCPEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEAAACPE36 35 26 27 28 34 29 30 37 LOT QLOT NSTREET E ACACAC363526272834293037LOT QLOT NSTREET E222 2222PPPPB238 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT OOPEN SPACELOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 CollaborativeAqua Commercial Irrigation810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069Ph: (760)750-1900 Fax: (760)750-1999B-241.5"TURF8B-261"SHRUBS5B-251"ECO-MAT1LATERAL PIPE SIZING IS INDICATED BY THE FOLLOWING SYMBOLS:1-1/2" - X1-1/4" - III1" - II3/4" - I2" - V2-1/2" - VIPOINT SOURCE DRIP LATERALS ARE ALL 34"TREE SYSTEM LATERALS ARE ALL 1"UNLESS OTHERWISE NOTEDNOTE:11 "211 "22"2"2"ccccccccLowHighHigh2-2" AND 1-3" SLEEVE AT EACH DRIVE AND WALK - TYP.2-2" SLEEVES1-4" SLEEVE1-2" SLEEVELOCATE THIS VALVE INADJACENT SHRUB AREA1 9.23.2022DELTA 1 REVISIONS2CONTROLLER A AND B RE-STATIONEDTREES ON RESIDENTIAL LOTS REMOVED(SEE FRONT YARD TYPICALS FOR TREELOCATIONS) CPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCP38 STREET BSTREET F 43 3940 41 42 44 45 46 47 48 49 STREET GLOT RLOT S LOT RLOT W BASIN B RETENTION AC AC AC AC AC AC38 STREET BSTREET F4339404142 444546474849STREET GLOT RLOT S LOT WLOT R2222222222222222222222222222222tttPP238 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT OOPEN SPACELOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 CollaborativeAqua Commercial Irrigation810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069Ph: (760)750-1900 Fax: (760)750-1999B-231"SHRUB5B-221"TREE8B-211"TREE7B-201"SHRUB4B-191"2SHRUBSB-181"6TREEB-161"2SHRUBSA-201"TREE3A-191"SHRUB3LATERAL PIPE SIZING IS INDICATED BY THE FOLLOWING SYMBOLS:1-1/2" - X1-1/4" - III1" - II3/4" - I2" - V2-1/2" - VIPOINT SOURCE DRIP LATERALS ARE ALL 34"TREE SYSTEM LATERALS ARE ALL 1"UNLESS OTHERWISE NOTEDNOTE:2 "122 "122 "122 "122 "1211 "211 "211 "411 "411 "411 "411 "4LowLowLowLowLowModerateModerateLowLow1-2" SLEEVE 1-2" SLEEVE AT EACH DRIVE AND WALK - TYP.3-2 " SLEEVES1-3 " SLEEVE1-2" SLEEVE AT EACH DRIVE AND WALK - TYP.2 "122"B-171"5TREELowA-181"TREE3Moderate1 9.23.2022DELTA 1 REVISIONS2CONTROLLER A AND B RE-STATIONEDTREES ON RESIDENTIAL LOTS REMOVED(SEE FRONT YARD TYPICALS FOR TREELOCATIONS) CPCPCPCPCPCPCPCPCPCPCP55 STREET F54 53 52 51 50 LOT L LOT L LOT XACACAC55STREET F 5453525150LOT L LOT LLOT TLOT X22222ttC2 CollaborativeAqua Commercial Irrigation810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069Ph: (760)750-1900 Fax: (760)750-199938 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT O OPEN SPACE LOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTA-171"ECO-MAT1A-151"3SHRUBSA-161"4TREEA-141"6TREELATERAL PIPE SIZING IS INDICATED BY THE FOLLOWING SYMBOLS:1-1/2" - X1-1/4" - III1" - II3/4" - I2" - V2-1/2" - VIPOINT SOURCE DRIP LATERALS ARE ALL 34"TREE SYSTEM LATERALS ARE ALL 1"UNLESS OTHERWISE NOTEDNOTE:11 "411 "4ModerateHighLowLow1-2" SLEEVE AT EACH DRIVE AND WALK - TYP.1-2" SLEEVE2"2"2"2"1 9.23.2022DELTA 1 REVISIONS2CONTROLLER A AND B RE-STATIONEDTREES ON RESIDENTIAL LOTS REMOVED(SEE FRONT YARD TYPICALS FOR TREELOCATIONS)401.24.2024 DELTA 4 REVISIONS4 CPCPCPCPCPCPCPCPCPAAACPCPCPAAAAACPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCP87 2 4 3 5 6 STREET BLOT ILOT JLOT MSTREET HLOT NACACAC8724356STREET BLOT ILOT JLOT MSTREET HLOT NFA222222222222222222222M-A438 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT O OPEN SPACE LOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 CollaborativeAqua Commercial Irrigation810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069Ph: (760)750-1900 Fax: (760)750-1999B-291"3SHRUBSB-281"TREE9B-271"SHRUB3A-41"3SHRUBSA-31"TREE10A-21"TREE3A-11"2SHRUBSLATERAL PIPE SIZING IS INDICATED BY THE FOLLOWING SYMBOLS:1-1/2" - X1-1/4" - III1" - II3/4" - I2" - V2-1/2" - VIPOINT SOURCE DRIP LATERALS ARE ALL 34"TREE SYSTEM LATERALS ARE ALL 1"UNLESS OTHERWISE NOTEDNOTE:2"2"11 "211 "211 "411 "411 "42"11 "411 "41LowLowLowLowLowLowModerate1-2" SLEEVE AT EACH DRIVE AND WALK - TYP.2-2" SLEEVES1-3" SLEEVE1-2" SLEEVES1-3" SLEEVE2-2" SLEEVES1-3" SLEEVE 3-2" SLEEVES1-3" SLEEVEPOINT-OF-CONNECTION A1" DEDICATED POTABLE IRRIGATION WATER METER EXISTING ON SITEAT THIS LOCATION. EXTEND 2" IRRIGATION PRESSURE SUPPLY PIPINGTHROUGH A 1.5" RPPA BACKFLOW PREVENTER, THEN TO A 1.5"IRRIGATION MASTER VALVE AND A 1" FLOW SENSOR ASSEMBLY.METER AND BACKFLOW INSTALLED BY CVWD.CONTROLLER "A"INSTALL AN PRE-ASSEMBLED SITE ONE CA5-HU4-24/LPP/HSSE/GR-KELECTRICAL METER PEDESTAL WITH INTEGRAL CONTROLLERENCLOSURE. 24 STATION CONTROLLER WITHIN PEDESTAL WILL BE ACONVENTIONALLY WIRED HUNTER A2C WITH A SOLAR SYNC Et SENSORMOUNTED ON PEDESTAL. COORDINATE AND CONNECT TO 120 VOLTELECTRICAL SERVICE AVAILABLE FROM POWER SOURCE WITHINPEDESTAL TO CONTROLLER.FLOWMEC FLOW SENSOR (QS200-10) AND MASTER VALVE FROM POINTOF CONNECTION SHALL BE WIRED TO THE MASTER VALVE AND FLOWSENSOR INPUTS ON THIS CONTROLLER.THIS CONTROLLER ADJUSTS DAILY USING ET DATA OBTAINED VIA THESOLAR SYNC SENSOR MOUNTED ON THE ELECTRICAL PEDESTAL.2"2"2"1 9.23.2022 DELTA 1 REVISIONS22CONTROLLER A AND B RE-STATIONEDTREES ON RESIDENTIAL LOTS REMOVED(SEE FRONT YARD TYPICALS FOR TREELOCATIONS)4 01.24.2024DELTA 4 REVISIONS4 CPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCP12 63 LOT K LOT JSTREET A12 63LOT K LOT JSTREET A 222222222222222222222PPPPPC2 CollaborativeAqua Commercial Irrigation810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069Ph: (760)750-1900 Fax: (760)750-1999A-61"SHRUB5A-71"TREE10A-91"5SHRUBSA-81"4SHRUBSLATERAL PIPE SIZING IS INDICATED BY THE FOLLOWING SYMBOLS:1-1/2" - X1-1/4" - III1" - II3/4" - I2" - V2-1/2" - VIPOINT SOURCE DRIP LATERALS ARE ALL 34"TREE SYSTEM LATERALS ARE ALL 1"UNLESS OTHERWISE NOTEDNOTE:38 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT O OPEN SPACE LOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPT2"11 "411 "411 "4A-51"PALM7ModerateLowLowLowLow2-2" SLEEVES1-4" SLEEVE2-2" SLEEVES1-4" SLEEVE1-2" SLEEVE1-2" SLEEVE1-2" SLEEVE1-2" SLEEVE AT EACH DRIVE AND WALK - TYP.1-2" SLEEVE AT EACH DRIVE AND WALK - TYP.2"2"2"2"1 9.23.2022DELTA 1 REVISIONS2CONTROLLER A AND B RE-STATIONEDTREES ON RESIDENTIAL LOTS REMOVED(SEE FRONT YARD TYPICALS FOR TREELOCATIONS)4 01.24.2024DELTA 4 REVISIONS4 CPCPCPAAAAAAACPCPCPCPCPCPCPCPCPCPCPCPCPCP626160 59 58 57 56 STREET BLOT KLOT TACACAC23462616059585756 STREET BLOT KLOT T2222222222222PPP38 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT O OPEN SPACE LOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 CollaborativeA-131"SHRUB2A-121"TREE8A-111"3SHRUBSLATERAL PIPE SIZING IS INDICATED BY THE FOLLOWING SYMBOLS:1-1/2" - X1-1/4" - III1" - II3/4" - I2" - V2-1/2" - VIPOINT SOURCE DRIP LATERALS ARE ALL 34"TREE SYSTEM LATERALS ARE ALL 1"UNLESS OTHERWISE NOTEDNOTE:Aqua Commercial Irrigation810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069Ph: (760)750-1900 Fax: (760)750-19992"11 "411 "4ModerateLowLow2-2" SLEEVES NOTE: SLEEVING THROUGHWALL FOOTINGNOTE: SLEEVING THROUGHWALL FOOTINGNOTE: SLEEVING THROUGHWALL FOOTING - INCLUDE AMAINLINE AND 2" WIRESLEEVE2"2"2"2"2"1 9.23.2022DELTA 1 REVISIONS2CONTROLLER A AND B RE-STATIONEDTREES ON RESIDENTIAL LOTS REMOVED(SEE FRONT YARD TYPICALS FOR TREELOCATIONS)4 01.24.2024DELTA 4 REVISIONS4 C2 CollaborativeAqua Commercial Irrigation810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069Ph: (760)750-1900 Fax: (760)750-19995GATE VALVEN.T.S.3"PVC PRESSURE SUPPLY LINE4"FINISH GRADE10" TAN ROUND VALVE BOX BRAND "GV" ONLID OF VALVE BOX. REFER TO TECHNICALSPECIFICATIONS. VALVE BOX TO REST ONGRAVEL SUMP.6" CLASS 160PVC SLEEVE BOTTOM TO BEFLARED AND CONTACT TOP OF PRESSURESUPPLY LINESLIPxMIPT SCH.40 PVC ADAPTER (2)GATE VALVE W/BRASS CROSS HANDLE3/4" SCREENED GRAVEL SUMP 1 CU. FT.6DRIP VALVE ASSEMBLYN.T.S.1TRENCHINGN.T.S.2BACKFLOW PREVENTERN.T.S.CONTROL WIRING BELOW PRESSURE SUPPLY LINEFINISHED GRADEPVC LATERAL PIPING18"MIN.12"MIN.6"MIN.ALL PLASTIC PIPING TO BE SNAKED INTRENCHESBUNDLE AND TAPE WIRING AT 10' INTERVALS.INSTALL ALL CONTROL AND COMMON WIRINGTO THE SIDE AND BELOW THE PRESSURESUPPLY LINE.NOTES:1.2.3.NATIVE SOIL AS APPROVEDBACKFILL W/ MINUS 1/4"MATERIALPRESSURE SUPPLY LINE90 ell, copper, 3/4" thru 2 1/2" w/ PVC adapter fittings..3per manufacturers specifications, fill support base backflow enclosure mounting pad. Install mounting padwith pea gravel.VIT Strong Box QP-22BF Quick PadPipe union, brass or copper.Watts series 777 "Y" strainer645Febco 825YA reduced pressure principle backflow prevention assembly, ballvalves included.Adapt Outlet Fitting To MainLine As RequiredPipe spool, type "L" copper, 3/4" thru 2 1/2".LIST OF MATERIALSInlet As Close ToService ConnectionAs Possible.Copper On InletSide213Inlet523Outlet12" Min.24" Max.6214Copper fittings shall beconnected with lead freesolder joints.Piping under the City right of waymust be type "K" copper.All nipples to be copper or brass.Finished grade underneath thebackflow preventer shall be at95% compaction.Finished Grade5.4.6.Backflow preventers must betested by a certified testerbefore final approval is issued.GENERAL NOTES1.2.3.NOTE:3/4" PVC LATERAL DRIP HEADER LINE(EXCEPT WHERE 1" HEADER SPEC'D)STANDARD TAN RECTANGULARVALVE BOX W/ LOCKING LID. REFERTO TECHNICAL SPECIFICATIONS FORBRANDING IDENTIFICATIONREQUIREMENTS. VALVE BOX TOREST ON GRAVEL SUMP.RAIN BIRD XCZ-PBR-100-COM CONTROLZONE KIT INCLUDES BALL VALVE,CONTROL VALVE, AND PRESSUREREGULATING BASKET FILTER1" FPT x SLIP COUPLING W/ 1" x 3/4" SLIPREDUCER (EXCEPT WHERE 1" HEADER SPEC'D)1" STREET 90° SxT SCH 40APPROVED GEOTEXTILEFILTER FABRIC. EXTEND 10"UP VALVE BOX EXTERIORWALLS - ALL SIDES.VALVE INSTALL ASSEMBLY TO REST ON GRAVEL SUMP. SUMP TO BE LINED WITH ONE CONTINUOUS PIECEOF GEOTEXTILE FILTER FABRIC EXTENDING FABRIC 10" UP ALL EXTERIOR SIDES OF VALVE BOX. VALVEBOX TO BE SET FLUSH WITH FINISH GRADE. VALVE ASSEMBLY TO BE CONTAINED AND CENTERED WITHINVALVE BOX. NO PART OF ASSEMBLY TO CONTACT BOX LID. DO NOT CUT BOX. PROVIDE 12" DIAMETERLOOP (MIN.) OF SPARE WIRES FROM CONTROLLER INSIDE EACH VALVE BOX. VALVE BOXES TO BE SPACEDEVENLY FROM WALK OR CURB AND FROM EACH OTHER. BOLT HOLE IN BOX TO FACE CURB OR WALK.3/4" SCREENED GRAVELSUMP - 2 CU. FT.1" SCH. 40 PVC PIPE,LENGTH AS REQUIREDPVC SERVICE 90° SXS SCH 401" PVC PRESSURE SUPPLY LINEEXTEND 10" UP VALVE BOX EXTERIORAPPROVED GEOTEXTILE FILTER FABRIC.WALLS - ALL SIDES.PVC PRESSURE SUPPLY LINEELECTRIC CONTROL VALVE3/4" SCREENED GRAVELSCH. 80 PVC PIPE, LENGTH AS REQUIREDSUMP - 2 CU. FT.FINISH GRADENIPPLE (TYPICAL).SCH. 80 PVC 90 ELL SLIP X SLIPVALVE SIZE X CLOSE SCH. 80 PVCSPEARS SCH. 80 PVC BALL VALVE2" MIN.4" MAX.NOTE:DIAMETERS OF RISER, FITTINGS, BALL VALVE AND NIPPLE SHALL EQUAL CONTROL VALVE DIAMETER. LOOP ALL SPAREWIRES FROM CONTROLLER INSIDE EACH VALVE BOX (12" DIAMETER LOOP MIN.). VALVE ASSEMBLY TO REST ON GRAVELSUMP. SUMP TO BE LINED WITH ONE CONTINUOUS PIECE OF GEOTEXTILE FILTER FABRIC EXTENDING FABRIC 10" UP ALLEXTERIOR SIDES OF VALVE BOX. VALVE BOX TO BE SET FLUSH WITH FINISH GRADE. VALVE ASSEMBLY TO BE CONTAINEDAND CENTERED WITHIN VALVE BOX. NO PART OF ASSEMBLY TO CONTACT BOX LID. DO NOT CUT BOX. VALVE BOXES TOBE SPACED EVENLY FROM WALK OR CURB AND FROM EACH OTHER. BOLT HOLE IN BOX TO FACE CURB OR WALK (REFERTO VALVE BOX LAYOUT DETAIL I-22).SERVICE TEE - SCH 80 PVC SOLVENT WELDOR GASKETED FITTING - REFER TOSPECIFICATIONSPVC LATERAL - 45 ELL TO PROPER DEPTH -REFER TO TECHNICAL SPECIFICATIONS.TAN RECTANGULAR VALVE BOX. BRANDLID WITH CONTROLLER & STATION #.REFER TO TECHNICAL SPECIFICATIONS.VALVE BOX TO REST ON GRAVEL SUMP.7CONTROL VALVE ASSEMBLYN.T.S.NOTE: REFER TO DETAIL #8FOR VALVE WIRING ANDGROUNDINGNOTE: REFER TO DETAIL #8FOR VALVE WIRING ANDGROUNDING3/4" SCREENED GRAVEL SUMPCONTROL WIRING2 CU. FT.PRESSURE SUPPLY LINESLIPxMIPT SCH. 40 PVC APPROVED GEOTEXTILEELECTRIC CONTROL VALVEFILTER FABRICADAPTER (2)FINISH GRADETECHNICAL SPECIFICATIONS.TAN RECTANGULAR VALVE BOX WITHEXTENSION - BRAND "MV" INTO VALVE BOX LID. REFER TO TO MASTER VALVE TO IRRIGATION SYSTEMMIN. UPSTREAM5x PIPE DIA.NO FITTINGS ORDIRECTION CHANGEFLOW3"4"6" PVC CL160 PVC SLEEVE. BOTTOM TO BEFLARED AND CONTACT TOP OF PRESSURE5x PIPE DIA. MIN.DOWNSTREAMNO FITTINGS ORDIRECTION CHANGESUPPLY PIPE.INTO VALVE BOX LID. REFER TO TECHNICALTERMINAL ON CONTROLLER10" ROUND TAN VALVE BOX LID - BRAND "FS"SENSOR CABLE TO FLOW SENSOR INPUT PAIGE PE-39 CABLERAINBIRD FS-100P FLOW SENSOR SPECIFICATIONS.3/4" SCREENED GRAVEL SUMP 1 CU. FT.PRESSURE SUPPLY PIPING. UPSIZEPIPING TO SPECIFIED SIZE BEYONDDISTANCES INDICATED.4FLOW SENSORN.T.S.3MASTER VALVEN.T.S.Backflow device shall be certifiedby an approved and certifiedbackflow preventer tester.OMITTO BE INSTALLED BY CVWD C2 CollaborativeINNER MOST DRIP TUBING SHALL RUNOVER THE ROOTBALL MIDWAY BETWEENTREE TRUNK AND EDAGE OR ROOTBALL1" SCH 40 PVC LATERAL LINE FROM DRIPVALVE ASSEMBLY (SEE PLAN)AGRIFIM SMART-LOC CMAP 75-18ADAPTER RAIN BIRD DRIP TUBING TOPVC FITTING3/4" SCH 40 PVC SxS 90° ELL (2)3/4" SCH 40 PVC SxS TEE w/ 3/4" X 1/2"FEMALE ADAPTERSRAINBIRD XFS-09-12-XXX IN-LINEEMITTER TUBING EMITTERS AT 18"INTERVALSMIDDLE RING OF DRIP TUBING SHALLRUN AT OUTSIDE EDGE OF ROOTBALLOUTER RING OF DRIP TUBING SHALLRUN 3 FEET FROM EDGE OF ROOT BALLEDGE OF ROOTBALL1" SCH 40 PVC LATERAL LINE FROM DRIPVALVE ASSEMBLY (SEE PLAN)CITRUS TREE ROOTBALL MIDDLE AND OUTER DRIP TUBING RINGINSTALLED 2" DOWN FROM TOP OFROOTBALL3/4" SCH 40 PVC RISER (LENGTH ASREQUIRED)FINISH GRADE DG/MULCHTREE TRUNKPLAN1/2" X 8" SCH.80 PVC NIPPLE1/2" MIPxFIP MARLEX 90 ELLSOLVENT WELD SCH.40 PVC FITTINGCURB & GUTTER OR SIDEWALKWHERE APPLICABLESET BOTTOM OF CAP AT GRADEPOP-UP SPRAY HEAD1/2" MIPxFIP MARLEX 90 ELL (2) 1/2" X 2" SCH.80 PVC NIPPLE24"PURPLE PVC LATERALUSE TEFLON TAPE ON ALL THREADED CONNECTIONS UNLESSSPECIFICALLY INDICATED BY THE MANUFACTURER OF THE COMPONENTTO NOT USE TEFLON TAPE.NOZZLE PER PLANNOTE: FOR TREE PLANTINGS IN REAR YARDS OF LOTS 15-21 A RISERASSEMBLY SHALL BE USED IN LIEU OF THE POP-UP SHOWN ABOVE.REFER TO DETAIL #16 ON SHEET LI-0.019N.T.S.6" POP-UP SPRINKLER3/4" x 1/2" SxT PVC SCH 40 TEEROOT BALL (TREE/SHRUB)12"FINISH GRADEMULCH LAYER10N.T.S.POINT SOURCE DRIPNOTE:EMITTER SHALL BE LOCATED ON THE UPHILL SIDE OF THE PLANT.8QUICK COUPLING VALVEN.T.S.1/2" x 36" GALVANIZED STEEL1"x12" SCH.80 PVC NIPPLE1" SCH 80 FIPxFIP 90 ELL1-1x3" SCH.80 PVC NIPPLEPRESSURE SUPPLY LINE1-1"x3" SCH.80 PVC NIPPLE1" SCH. 80 PVC FIPxFIP 90 ELLLENGTH AS REQUIRED1" SCH 80 NIPPLESUPPORT PIPE90 ELL1" SCH.80 PVC FIPxFIP STAINLESS STEEL CLAMP (2)POTABLE CAPVALVE BOX TO REST ON GRAVEL SUMP.LID. REFER TO TECHNICAL SPECIFICATIONS.BRAND "QC" INTO VALVE BOX10" TAN ROUND VALVE BOXFINISH GRADEQUICK COUPLING VALVESUMP - 1 CU. FT.3/4" SCREENED GRAVEL 3" MAX.2" MIN.SERVICE TEE - SOLVENT WELDOR GASKETED FITTING. REFERTO TECHNICALSPECIFICATIONSWHERE 2 EMITTERS ARE INDICATED AT SINGLE SHRUB LOCATION, EMITTERS ARE TO BE PLACEDON OPPOSITE SIDES OF THE ROOTBALL.SHRUBS TO RECEIVE 1 EMITTER PER SHRUB, EXCEPT WHERE NOTED ON THE PLANS.3/4" x 1/2" SxT PVC SCH 40 ELLOCCURS WHEN 2 EMITTERS ARE SPEC'DPLANT TRUNKLATERAL PIPINGEMITTER ON RISER,SEE BELOW1/2" SCH 40 PVC LATERAL PIPE.1/2" SCH 40 S x T ELL FITTINGLOCATE HEADADJACENT TOROOTBALLVARIES -LENGTHAS REQ'D.REPRESENTS ROOTBALLEDGEPLAN VIEWSECTION VIEWOCCURS WHEN 2 EMITTERS ARE SPEC'DRAINBIRD XB-20PC-1032 THREADEDEMITTER TAP INTO POLY FLEX RISER,PLACE ASSEMBLY IMMEDIATELY ADJACENTTO ROOTBALL (TYP.) (2 GPH PER EMITTER)RAINBIRD PFR-FRA24 24" POLY FLEXRISER TRIM SUCH THAT 1/2" OF RISEREXTENDS ABOVE MULCH (TYP.)3/4" SCH. 40 PVC LATERALEXTENSION TO PLANT3/4" SCH. 40 PVC LATERAL PIPING &SCH. 40 PVC FITTING12CITRUS IRRIGATIONN.T.S.Aqua Commercial Irrigation810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069Ph: (760)750-1900 Fax: (760)750-1999PLAN VIEWSURFACE EMITTER ROOT BALLNOTES:REFER TO TABLE FOR QUANTITY OFEMITTERS PER PALM. EQUALLY SPACEAND ALTERNATE SURFACE/DEEP WATEREMITTER PLACEMENT AROUND ROOTBALL.EMITTERS INSTALLED ON SURFACE TOCLEAR FINISH GRADE BY MINIMUM 1"AND MAXIMUM OF 2".DEEP WATER EMITTERSINSTALLED IN PERFORATEDPIPEPALM TRUNK3/4" x 1/2" SxT PVC SCH 40 ELLROOT BALL (PALM)12"FINISH GRADEMULCH LAYERRAINBIRD XB-20PC-1032 THREADEDEMITTER TAP INTO POLY FLEXRISER, PLACE ASSEMBLYIMMEDIATELY ADJACENT TOROOTBALL (QTY, SEE TABLE)RAINBIRD PFR-FRA24 24"POLY FLEX RISER TRIMSUCH THAT 1" OF RISEREXTENDS ABOVE MULCH3/4" SCH. 40 PVC LATERALEXTENSION TO PLANT3/4" SCH. 40 PVC LATERALPIPING & SCH. 40 PVCFITTINGPALM TRUNK11PALM IRRIGATIONSECTION VIEW - SINGLE EMITTER ASSEMBLIES DELINEATING DEEP WATERAND SURFACE ASSEMBLIES - REFER TO TABLE FOR QUANTITIES OF EACH3" SDR 35 PERFORATEDDRAIN PIPE WITH 3"SLOTTED DRAIN CAP. FILLPERFORATED PIPE WITHGRAVEL TO A LEVEL 3"BELOW CAP. EMITTERSHALL EXTEND 1" ABOVEGRAVEL LEVEL.12" SCH 40 PVC LATERALPIPING AND FITTINGSSERVICING EMITTERASSEMBLIESTREE TRUNKLATERAL PIPING12" SCH 40 PVC LATERALPIPING AND FITTINGSSERVICING EMITTERASSEMBLIES1/2" SCH 40 PVC LATERAL PIPE.1/2" SCH 40 S x T ELL FITTINGLOCATE HEADADJACENT TOROOTBALLVARIES -LENGTHAS REQ'D.REPRESENTSROOTBALL EDGE3/4" x 1/2" SxT PVC SCH 40 ELLROOT BALL (TREE)12"FINISH GRADEMULCH LAYERRAINBIRD XB-20PC-1032 THREADEDEMITTER TAP INTO POLY FLEXRISER, PLACE ASSEMBLYIMMEDIATELY ADJACENT TOROOTBALL (QTY, SEE TABLE)RAINBIRD PFR-FRA24 24"POLY FLEX RISER TRIMSUCH THAT 1/2" OF RISEREXTENDS ABOVE MULCH3/4" SCH. 40 PVC LATERALEXTENSION TO PLANT3/4" SCH. 40 PVC LATERALPIPING & SCH. 40 PVCFITTINGTREE SIZEEMITTER QTY. TABLEQTY OF EMITTERS15 GAL. 6 - 2 GPH EMITTERS24" BOX 8 - 2 GPH EMITTERS36" BOX 12 - 2 GPH EMITTERS48" BOX 16 - 2 GPH EMITTERS60" BOX 20 - 2 GPH EMITTERS72" BOX 24 - 2 GPH EMITTERSNOTE: EMITTERS SHALL BE EVENLYSPACED AROUND ROOTBALLTREE TRUNKSECTION VIEW - SINGLE EMITTER ASSEMBLY - REFER TO TABLE FOR QUANTITYPLAN VIEWN.T.S.PLAN SYMBOL:PPLAN SYMBOL:2FOR PALMS LOCATED WITHIN SYNTHETICTURF AREAS, ALL EMITTERS ARE TO BE3.2.1.LOCATED IN DEEP WATER/PERFORATED PIPE INSTALLATIONS.PALM TYPEEMITTER QTY. TABLEQTY OF EMITTERSPHO. DACT. 12 - 2 GPH EMITTERSBISMARKIA 12 - 2 GPH EMITTERSTRACHYCARPUS 8 - 2 GPH EMITTERSWASHINGTONIA 8 - 2 GPH EMITTERSSECTION3/4" SCH 40 PVC SLIP CROSS WITH 3/4" X1/2" FEMALE ADAPTERSRAINBIRD XB-20PC 2 GPH EMITTERS W/6" LENGTH OF 12" DRIP TUBING ANDBARBED ADAPTER (4 TOTAL)CHECK VALVEFINISH SOIL GRADEGRATED CAPSWING JOINT ASSEMBLY(PART OF DEEP ROOTWATERING ASSEMBLYLATERAL; TEE ORELL/PIPE SCH. 40 PVC.PURPLE RECYCLEDCOLORROOTBALL1" LATERAL PIPINGPLANPLANTING PITRAINBIRDRWS-M 18" DEEP ROOT WATERINGSYSTEM ASSEMBLY WITH SWINGJOINT. RETROFIT NOZZLE WITHRAINBIRD PCT-07 PRESSURECOMPENSATING MODULE.QUANTITY VARIES - REFER TOSCHEDULE/PLANRETROFIT NOZZLE WITH RAINBIRDPCT-07 PRESSURE COMPENSATINGMODULE. QUANTITY VARIES -REFER TO SCHEDULE/PLAN1/2" ABOVE GRADEDEEP ROOT WATERING SYSTEMASSEMBLY WITH SWING JOINT.1/2" SCH 40 PVC LATERAL PIPE.1/2" SCH 40 S x T ELL FITTING1" x 1" x 1/2" SxSxT SCH 40 PVC TEE13STREET TREE IRRIGATIONN.T.S.14TREE IRRIGATIONN.T.S.PLAN SYMBOL:tPLAN SYMBOL:c C2 CollaborativeAqua Commercial Irrigation810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069Ph: (760)750-1900 Fax: (760)750-1999PLANEMITTER TUBING EXHAUST18"x1/2" I.D. EXCALIBUR IRRIGATION HOSEINSERT x MIP 90 ELLSCH 40 PVC FROM EXHAUST MANIFOLD1/2" SLIP X SLIP SCH 40 BALL VALVE10" ROUND VALVE BOXAGRIFIM SMART-LOC1/2" S x T sch 40 ELLPLANTING BED MULCH (SHRUB BEDS) OR(TYPICAL)IN-LINE EMITTER TUBING -RAINBIRD XFS-06-18-XX SHRUBSOR NETAFIM TLCV612-XX - TURFAMENDED TURF PLANTING MEDIUM1/2" SCH 40 PVC PIPING,LENGTH AS REQUIRED1/2" SCH 40 TEE TO FLUSHVALVE ASSEMBLY3"SUPPLY OR EXHAUSTHEADER1/2" PVC SCH 40TRENCH BOTTOMTERMINATION OF SYSTEMS& RISERS AS REQ'D.EXHAUST HEADER9"12"1/2" PVC SCH 40EXHAUST RISERFINISH GRADEADAPTER FITTINGNOTE:FOR TURF APPLICATION USE NETAFIM CV TUBING DESCRIBED INTHE IRRIGARTION SCHEDULE. NETAFIM TUBING TO BE BURIED 4"BELOW FINISH GRADEVALVE BOX - BRAND 10" ROUND TAN'FV' INTO LID1/2" TxT SCH 40RISER - LENGTHAS REQ'D.1/2" SxT SCH 40ELLSUMP.REST ON GRAVEL 10" VALVE BOX TOMANIFOLD AND FLUSH VALVETURF GRASS, GROUNDCOVERS OR SHRUBS, SEEPLANTING PLANSFINISHED GRADEAMENDED SOILECO MAT SUBSURFACEIRRIGATION MAT WITH 17mmDRIP LINE TUBING, WRAPPEDIN POLYPROPYLENE FLEECEPLD-ELB, 17mm BARB XBARB 90 DEGREE ELLPLD-075, 17mm BARB X3/4" MIPT ADAPTER, W/ 8"OF BLANK PLD TUBINGSITE SOILPVC LATERAL LINEPVC SCH 40 SST TEE FITTING,LATERAL SIZE X 3/4"D1D2D1 - TURF AREA 5"-6"D2 - 12" OR PER PLANSOVERLAP ECO MATOVER CONNECTION ANDTO EDGE OF PLANTEDAND IRRIGATEDAREA1/2" SCH 80 PVCRISER(LENGTH ASREQUIRED)FINISH GRADEBRICK SUPPORTS (3)6" ROUNDVALVE BOX BRANDEDWITH THE LETTERS "AR"LATERAL PIPEAIR/VACUUMRELIEF VALVE1/2" PVC COUPLING(TxT)PEA GRAVELSUMP 6" DEEPLOCATION NOT SHOWN ON PLAN. INSTALL AT HIGHESTPOINT IN SUBSURFACE ECO-MAT SYSTEM.NOTE:CONNECTION FOR TURFECO MAT SUBSURFACEIRRIGATION MATPVC / TUBING CONNECTIONPVC SUPPLY HEADER, 3/4" SIZEDRIP LINE TUBING, WRAPPEDIN POLYPROPYLENE FLEECEPVC DISCHARGE HEADER, 3/4"SIZE AS REQUIRED.MANUAL FLUSH VALVE -REFER TO DETAIL 9, SHEETLI-1.03PCZ-101 DRIP CONTROLZONEKIT, SIZE PER PLAN,(1" KIT SHOWN). REFER TODETAIL # 2, THIS SHEETFINISHED GRADETURF GRASS - SODDEDAMENDED SOILECO MAT SUBSURFACEIRRIGATION ON SUB-GRADESITE SOIL, TOP 1" W/RAKED IN AMENDMENTS'D'17mm DRIP LINE TUBING,POLYPROPYLENE FLEECEWRAPPED13.75"RECOMMENDED ECO MAT INSTALLATIONDEPTH (D):TURF AREAS: 5" - 6"OVERLAP MAT 4"13.75"OF FABRICSOD STAKE INSTALLED 8 FTON CENTER OVER TUBING4" OVERLAP1" PRIMARY LATERALFROM VAL;VEN.T.S.181516N.T.S.N.T.S.N.T.S.17ECO-MAT - TUBING ECO-MAT DRIP IRRIGATIONMATTING - PLAN/SECTIONAIR RELIEF VALVE FOR TURFN.T.S.19CONTROLLER ASSEMBLYELECTRICAL PEDESTAL/2418234FRONT VIEW8'-12' AWAY312SIDE VIEWCIRCUITBREAKERSELECT.METER1213911671112345678STRONGBOX STAINLESS STEEL NEMA 3RRAINPROOF ENCLOSURE (UL LISTED).COMBINATION METERED - CONTROLLERASSEMBLY. ASSEMBLED BY SITE ONE GREENTECH. CONTACT ERIK ANDERSON - (949) 285-4048EANDERSON@SITEONE.COMTERMINAL STRIP FOR VALVE WIRES.POWER SWITCH / GFCI RECEPTACLE.1" CONDUIT AND SWEEP ELL FOR 110 VACPOWER LINE RUN TO CONTROLLER SIDE FROMELECTRICAL METER.1" CONDUIT AND SWEEP ELL WITH FLOW ANDWIND SENSOR CABLES.910111213141516ELECTRICAL FLEX CONDUIT FOR POWER.5/8" X 8' GROUND ROD WITH #6 GROUND WIRE ANDCLAMP. LOCATE 8'-12' FROM ENCLOSURE.10" ROUND VALVE BOX AROUND GROUND ROD.FILL WITH 3/4" CRUSHED ROCK.3" CONDUIT AND SWEEP ELL FOR LEADWIRES.1" CONDUIT AND SWEEP ELL FOR MASTER VALVEWIRES.ANTENNAS MOUNTED TO ENCLOSURE.5FINISHED GRADE.#6 GROUND WIRE SECURED TO BACKBOARDGROUNDING TERMINAL.1" CONDUIT AND SWEEP ELL FOR GROUND WIRE.1415716165EMP-MT, STRONGBOX QUICK-PAD. FILL WITH 3/4"CRUSHED ROCK.91010123ON ENCLOSURES WITHSINGLE CONTROLLERSTHIS LOWER CONTROLLERAND TERMINAL BOARDARE OMITTED.NOTE:17SOLAR SYNC SENSOR IN STAINESS STEEL VANDALRESISTANT ENCLOSURE MOUNTED TO PEDESTAL,INSTALLED PER MANUFACTURES SPECIFICATIONS.17HUNTER AUTOMATICFLUSH VALVE1/2" TxT SCH 40 ELL C2 CollaborativeAqua Commercial Irrigation810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069Ph: (760)750-1900 Fax: (760)750-19993150 C2 Collaborative ACPE C2 Collaborative 14 15 20 19 13 21 18 16 STREET D17 LOT PACACACAC38 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT OOPEN SPACELOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 Collaborative ACPE 31 3230 33 STREET DLOT PLOT OLOT U LOT V STREET E RETENTION BASIN A ACACCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCP38 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT OOPEN SPACELOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 Collaborative ACPE 11 12910 25 24 13 22 2123LOT MSTREET CAC ACAC38 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT OOPEN SPACELOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 Collaborative ACPE 36 35 26 27 28 34 29 30 37 LOT QLOT NSTREET E ACACACCPCPCPCPCPCPCPCPCPCPECPCPCPEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEAAACPE38 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT OOPEN SPACELOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 Collaborative ACPE 38 STREET BSTREET F 43 3940 41 42 44 45 46 47 48 49STREET GLOT RLOT S LOT RLOT W BASIN B RETENTION AC AC AC AC AC AC ACCPCPCPCP CPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCP38 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT OOPEN SPACELOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 Collaborative ACPE 55 STREET F54 53 52 51 50 LOT L LOT L LOT XACACACCPCPCPCPCPCPCPCPCPCPCP38 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT OOPEN SPACELOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 Collaborative ACPE 87 2 4 3 5 6 STREET BLOT ILOT JLOT MSTREET HLOT NACACACCPCPCPCPCPCPCPCPCPAAACPCPCPAAAAACPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCP38 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT OOPEN SPACELOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 Collaborative ACPE 12 63 LOT K LOT JSTREET A CPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCP38 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT OOPEN SPACELOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 Collaborative ACPE 626160 59 58 57 56 STREET BLOT KLOT TACACAC234 CPCPCPAAAAAAACPCPCPCPCPCPCPCPCPCPCPCPCPCP38 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT OOPEN SPACELOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 Collaborative ACPE C2 Collaborative C2 Collaborative their containers, but not to the point of being root bound.E. Plant all plants 5' minimum from irrigation heads (slopes only).B. All backfill materials shall be mixed thoroughly on site before using.1 Yearground cover, shall be replaced at two-week intervals.3.3 Contractor shall submit all material receipts to Landscape Architect.B. Maintenance period shall be for the following duration: 90 days.maintenance period in the presence of the Landscape Architect.landscape material as requested by the construction manager.throughout the maintenance period. (See specifications).3.2 All work shall be as directed by Owner's field representative, who shall be appointed prior to A. Maintenance period shall not begin until entire installation is accepted by the Owner.1. All plants and planting shall be guaranteed for the following durations beginning at the 2. All dead, damaged or broken plant material, including sodded and seeded lawns and C. Fertilize with 2 lbs. actual nitrogen per 1000 sq. ft. at end of each 30 days. Landscape Architect will specify type, depending on season. Perform last fertilizing at end of 4.1 Landscape Contractor shall repair and/or replace any damaged plant material which is 4.2 Landscape Contractor shall be backcharged for Landscape Architect's time in locating any 4.3 Landscape Contractor shall submit all amendment quantity receipts to construction manager 4.4 Contractor shall perform all fertilizing in the presence of the construction manager or Landscape 4.5 Contractor is responsible for maintaining all areas in a weed and debris free condition A. Container-grown plants to be planted in plant pits two (2) times wider than plant container and a depth of twice the height of plant container. Plant crown to be slightly higher than itsC. All plants shall be watered immediately, before backfilling planting pits.D. All areas receiving plants and/or hydroseeding shall be moist to a depth of 6" at time of F. Scarify the sides of each root ball prior to planting if circular root is evident.G. Plant quantities on the plan are for the Contractor's convenience and not guaranteed to 2.1 Grading: Grade all areas by filling and/or removing surplus soil as needed to ensure proper grades and drainage as indicated on the plans. Unless otherwise noted, finish grade shall be below hardscape as follow: 2" for ground cover areas, 1" for lawn areas.2.2 Moisture content: The soil shall not be worked when moisture content is so great that excessive compaction will occur nor shall it be so dry that dust will occur and form in the air or that clods will not break readily. Water shall be applied, if necessary, to provide ideal moisture content Plants shall be subject to inspection and approval or rejection by the Landscape Architect at place of growth and/or the project site at any time before or during progress or work for size, variety, condition, latent defects and injuries. Rejected plants shall be removed from the site Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from plant disease, insect pests or their eggs and shall have healthy normal root systems, well filling 2.5 Protection: Protect and maintain all plants from sun, drought, wind, theft, rain and heat at all A. Plant materials in quantities and sizes specified shall, after grading operations, be spotted approximately as shown on the landscape drawings and are to be approved by the Landscape Architect before being removed from containers and excavating soil for planting.A. Site condition: The Contractor, in the course of his work, is to keep the site in a landscape design and installation to insure practicality of design and for aesthetic E. Changes: The Owner shall have the right to make minor changes in theadditives and other miscellaneous landscape items shall be provided and installed D. Plans and specifications: All landscaping including plants, ground covers, soil Owner at the standard current rate for such items. Such credit, if any, will appear such materials, equipment, and services, the Contractor is to give credit to the services may be provided by the Owner and used by the Contractor in the job, for C. Owner's materials: During the course of the work, any materials, equipment and materials, dirt, debris from the site or to dispose of same as directed by the and tidy such work and the surrounding areas used by and remove any or all excess B. Site clearance: Upon completion of the work, the Contractor shall properly clean usage of the surrounding areas by the Owner or by others.neat and tidy condition as much as is practical so as not to disturb the normal in strict accordance with plans and specifications prepared by Owner.in the final billing by the Contractor to the Owner.reasons at no additional cost.Landscape Architect.PART 4 - PLANTING NOTES4.6 Plant symbols take precedence over plant quantities.and/or Landscape Architect for approval.Architect. See Soil Preparation Requirement, this sheet.damaged due to his negligence.the prior approval of the Landscape Architect and must be approved in writing by such additional funds for extra work prior to actually doing this work.above the contract fee, the Owner shall sign the Contractor's written request for C. Increased costs: If the extra or change is to be done at increased cost over and B. Extras or changes: Any extras or changes from the contract on the job shall have basis in formulating the progress payments to be made to the Contractor andform satisfactory to form the Owner. These schedules shall also be used as the components in the plans as well as unit prices of each component specified in a segregated cost schedule or breakdown of the contract price, listing the various furnish to the office of the Owner, for purposes of accounting and scheduling, a A. Segregation of costs: At the time of execution of the contract, the Contractor shall and adjacent to the job site and to repair or replace anyas well as ascertaining the means of getting into the site and any other factors familiarized himself as to the site conditions and shall have verified all dimensions F. Knowledge of site: It is assumed that the Contractor has visited the site and relative to the repairs or reconstruction and payment for same.shall make adjustments between themselves and not with the Ownerother contractors, the Contractor and party causing such damage2. Should any part of the work under this contract be damaged by his negligence or to his leaving open or unprotected portions of damage or injury is caused in connection with his work or is due tothat may result to all such property and/or to persons where suchdue to his work on the job and he shall assume all damage or injurydamaged items in a neat and good workmanlike manner during andstructures, trees, plants and other features intended to remain on1. The Contractor is to protect at all times all existing utilities,the Contractor and will show the Owner such evidence of above indicated possible damage suit or lien on the Owner's property in the course of the work by liability insurance to cover his workmen and work to protect the Owner from any D. Insurance coverage: The contractor shall carry all necessary compensation and State License or Certificate for type of work listed, such as the Landscape C. License requirements: The Contractor shall carry necessary Contractor's California 1.5 Product protection, storage and handling:1.4 Costs:the Landscape Architect and Owner.these cost breakdowns shall be part of the contract.affecting the work.E. Property, etc., Damage responsibility:streets or other property.insurance coverage prior to initiating work.Contractor's License.be accurate.3.4 Maintenance:first day of the maintenance period.Trees and shrubs, 15 gallon and larger. . . .Shrubs, 5 gallon and smaller. . . . . . . . . . . . . .Ground cover. . . . . . . . . . . . . . . . . . . . . . . . . .Lawn. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . H. Plant symbols take precedence over quantities specified.the commencement of the work.PART 3 - EXECUTION3.1 Planting:B. Prune plants as directed by Landscape Architect.planting.natural growing height after settlement.building permits from the city of other governmental authorities.B. Permits: The Contractor will be responsible for obtaining any and all necessary work will be redone at the Contractor's expense as directed by the Landscapeaccordance with the requirements of local building codes and laws. Any defective meet with the approval of the Landscape Architect and Owner and shall be in accordance with all plans and specifications and best considered practice, shall Landscape Architect. All work shall be done in a good workmanlike manner in to work commencement, by the Contractor and prior to inspection visits by the A. Quality of work: The Landscape Architect shall be notified at least two days prior proceed with the work without so referring the matter, he does so on his liability.Architect for adjustment before proceeding with the work. Should the Contractor specifications & planting lists, the Contractor shall refer the matter to the Landscape B. Should there appear to be an error or discrepancy in or between the plans, specifications about which any misunderstanding may arise, and his decision will A. The Landscape Architect will interpret the meaning of any part of the any plans and the written authorization, therefore signed by the Owner or his duly authorized general conditions is authorized and no such deviation shall be made unless 2. No deviation from these specifications or from the agreement or from the appropriate for the installation of the accompanying drawings.foreseeable and unforeseeable at the time of contracting necessary and labor, tools, materials, permits, appliances, taxes and all other costs, 1. The work included in these specifications shall consist of the furnishing of all 1.3 Quality Assurance:1.2 Interpretation of Plans and Specifications:Architect.be final.LANDSCAPE PLANTING SPECIFICATIONSPART 1 - GENERAL CONDITIONSA. Work Included:1.1 Description:representative, has been obtained in advance.2.4 Plants:2.6 Planting requirements for trees and shrubs:B. Conditions:times before and during planting operation.immediately.A. Inspection:PART 2 - MATERIALSfor tilling.90 Days90 Days90 Days4.8 Wilted plant material shall not be planted or used on the project.4.14 Prune trees as directed by Landscape Architect after inspection.responsibility of the Contractor and be repaired by the Contractor.4.17 Install all trees and shrubs prior to planting of groundcover and/or hydroseeding.4.16 Any and all damage in new and existing paving caused by the Contractor shall be the 4.15 Remove water basins from all trees located in lawn areas prior to hydroseeding installation.4.12 All surface rock and debris 3" and larger shall be removed from planting areas and then 4.11 Landscape Architect shall approve final placement of all trees, shrubs and vines prior to 4.10 Plant material may be rejected at any time by the Landscape Architect due to condition, form4.7 All plants shall be protected against heat, sun, wind and frost during transportation to the site and while being held at the site. Do not store plants in total darkness for more than one day.4.13 Crown of plant shall be slightly higher, after settling, than adjacent soil.4.9 Do not damage plant root during transportation or planting process.from the site.or damage before or after planting.planting.PART 5 - HYDROSEEDING MATERIALS.C. Seed which has become wet, moldy or otherwise damaged in transit or storage willB. Contractor shall submit all seed labels and certification letter to landscape architect forverification and approval.be rejected.refer only to the air dry weight of the fiber materials. Absolute air dry weight is based fiber shall be marked by the namufacturers to show the air dry weight content.cellulose and is considered equivalent to 10% moisture. Each package of the cellulose on the normal standards of the Technical Association of the Pulp Industry for woodF. Urea formaldehyde shall be a pelletized commercial fertilizer for hydromulch slurry.E. Chemical germinating additives shall be " Catalytic Pre-Emerge" or approve equal.D. Acceptable Manufacturer: Ecology control-M Binder by Conwed.C. Weight specifications of this material from the suppliers and for all applications, shallwill become uniformly mixed to form a homogeneous slurry.water and additives in a special 1,500 gallon slurry tank, the fibers and above materialsB. Mulch is to be manufactured in such a manner that after the addition of seed, fertilizer,B. Hydrate and disperse in a mixing tank with circulating water from a homogeneous slurry, either alone or in combination with other materials. pH to be stable in presence of C. Application of soil and mulch tackifier to be made at a minimum rate of:A. Composed of green colored wood cellulose fiber containing no germination or growthD. Acceptable Manufacturer: Conwed.inhibiting factors.A. Dry, organic powder hydrocolloid formulation.fertilizer.b. Sloped areas (3:1 or steeper)-120 pounds per acre.a. Flat areas-80 pounds per acre.5.1 Seed:5. Fiber Mulch:5.1 Seed:requirements of this section.A. Label seed and furnish in sealed standard containers with signed copies of a statementaccordance with California State Agricultural Code and is equal to or better than from seed vendor certifying that each container of seed delivered is fully labeled in ENDH. After second weed kill, Clear and remove existing weeds by mowing or grubbing to atleast ¼-inch below the soil surface.I. Water planting areas thoroughly and continuously for 3 consecutive days to saturateupper layers of soil prior to commencing planting operations.1. Clear and remove existing weeds by mowing or grubbing to at least ¼-inchbelow the soil surface.2. Fertilize areas to receive planting with urea 46-0-0 commercial fertilizer atthe rate of ½-pound per 1,000 square feet.3. Water area thoroughly and continuously for a period of not less than 2weeks and not more than 3 consecutive weeks. Employ a specific wateringduration and frequency program designed to germinate residual weeds.4. Discontinue watering process for 1 day prior to application of herbicide.Avoid any irrigation for a minimum of 4 days for effective weed kill.A. All areas that are to receive planting are to receive pre-plant weed controloperations prior to planting.B. Clear and remove existing weeds by mowing or grubbing to at least ¼-inchbelow the soil surface.C. Fertilize areas to receive planting with urea 46-0-0 commercial fertilizer at therate of ½-pound per 1,000 square feet.D. Water area thoroughly and continuously for a period of not less that 2 and notmore than 3 consecutive weeks. Employ a specific watering duration and frequencyprogram designed to germinate residual weeds.E. After sufficient weed germination is present, apply a non-selective post-emergentherbicide according to the manufacturer directions.F. Allow for a sufficient period of time to ensure that the weeds are dead and theherbicide has dissipated before applying a second weed kill cycle.G. Second Weed Kill Cycle:2.3 Pre-Plant Weed Control:C2 Collaborative Soil Preparation"For Bid Purposes Only"To the extent all new landscape areas should thoroughly be tilled to a minimum 9" depth.RecommendationFor turf and ground cover planting, the following amendments should be uniformly broadcastand thoroughly incorporated to a minimum 6" depth by means of a rototiller or equal.AMOUNT / 1,000 sq. ft.- 4 cu. yds. Nitrogen stabilized organic amendment derived from redwood, fir, or cedar sawdust.- 20-20-20 fertilizer- 200 lbs. agricultural gypsumThe backfill mix for use around the rootball should be prepared as follows:- 6 parts by volume on-site soil- 4 parts by volume nitrogen stabilized organic amendment- 15 lb. 20-20-20 fertilizerContractor to provide Soil Test from:Anaheim, CA 928074741 E. Hunter Ave.; Suite AWaypoint Analytical California, Inc. (714) 282-8777 C2 Collaborative C2 CollaborativeWHERE IRRIGATION PRESSURE SUPPLY LINE IS SHOWN WITHIN SIDEWALK OR PAVEDAREA IT IS FOR DRAWING CLARITY. ACTUAL LOCATION TO BE OFFSET 18" BACK OFCURB, WALK OR HARDSCAPE. DO NOT RUN ANY IRRIGATION MAINLINE OR LATERALLINES BENEATH TREE ROOTBALLS.PRESSURE REGULATING DEVICES ARE REQUIRED IF WATER PRESSURE IS BELOW OREXCEEDS THE RECOMMENDED PRESSURE OF THE SPECIFIED IRRIGATION DEVICES.CHECK VALVES AND ANTI-DRAIN VALVES ARE REQUIRED ON ALL SPRINKLER HEADSWHERE LOW POINT DRAINAGE COULD OCCUR.A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THEIRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES.A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THESIGNER OF THE LANDSCAPE PLANS, THE SIGNER OF THE IRRIGATION PLANS, OR THELICENSED LANDSCAPE CONTRACTOR FOR THE PROJECT.DRIP TUBING SHALL BE INSTALLED BELOW MULCH LAYER AS DETAILED. SUPPLY AND EXHAUST HEADERSSHALL BE INSTALLED BELOW GRADE AT DEPTHS SHOWN.5.6.7.8.GALLONS PER MINUTEELECTRIC CONTROL VALVE SIZECONTROLLER & STATION NO.PVC PRESSURE SUPPLY LINESCH 40 BE (BELL END)AS APPROVEDSCH 40 BE (BELL END)PVC IRRIGATION SLEEVE(SEE NOTE #4)PVC LATERAL LINE 3.1.SYMBOLIRRIGATION SCHEDULEMANUFACTURERDETAIL No.DESCRIPTIONSYSTEM HAS BEEN DESIGNED BASED ON A MINIMUM STATIC WATER PRESSURE OF 90 PSI.2.CONTRACTOR SHALL FIELD VERIFY ON THE UPSTREAM SIDE OF THE BACKFLOW PREVENTER PRIOR TOORDERING MATERIALS OR STARTING ANY IRRIGATION INSTALLATION AND NOTIFY CONSULTANT OF ANYDIFFERENCE FROM STATED PRESSURE. IF CONTRACTOR FAILS TO NOTIFY CONSULTANT HE ASSUMESFULL RESPONSIBILITY FOR ANY SYSTEM ALTERATIONS AS DIRECTED BY THE CONSULTANT.4.REQUIRED SLEEVES1-2" SCH 40 PVC1-2" SCH 40 PVC1-2" SCH 40 PVC1-3" SCH 40 PVC1-2" SDR 35 PVCPIPE SIZE OR WIRE QUANTITYDRIP TUBING3/4" LATERAL1" PRESSURE SUPPLY LINE1 1/4" PRESSURE SUPPLY LINE1-20 CONTROL WIRESSCH 40 BE (BELL END)INSTALL IRRIGATION SLEEVES UNDER ALL PAVED SURFACES PER THE FOLLOWING SCHEDULE:1-3" SCH 40 PVC1 1/2" PRESSURE SUPPLY LINEALL BASE INFORMATION HAS BEEN TAKEN FROM DRAWINGS PROVIDED BY C2 COLLABORATIVE.SECURE DRIP TUBING AT A CONSISTENT ROW SPACING WITH NETAFIM #TLS6 SOIL STAPLES OR 6" JUTTEMATTE STAPLES NO GREATER THAN 36" ALONG LENGTH OF TUBING. USE TWO STAPLES IN AN 'X'PATTERN OVER ANY CHANGES IN DIRECTION OF TUBING.INSTALL DRIP EMITTER TUBING AS SHOWN ON PLANS AND AS DESCRIBED BY CONSTRUCTIONDETAILS.DRIP TUBING TO BE LAID DOWN SO THAT EMITTER OUTLETS ARE STAGGERED ON ATRIANGULAR SPACING PATTERN.SYSTEM TYPE1-3" SDR 35 PVC1-40 CONTROL WIRES1 - LI-5.01SCH 40 BE (BELL END)PVC DRIP LATERAL PIPING ALL 3/4" SIZEDRIP VALVE KIT ASSEMBLYQUICK COUPLING VALVERAINBIRD44LRCNIBCOGATE VALVE (LINE SIZE)RAINBIRD XCZ-100-PRBRT-1136 - LI-5.015 - LI-5.018 - LI-5.02HUNTERDRIP LINE AUTOMATIC FLUSH VALVE18 - LI-5.037 - LI-5.01ELECTRIC CONTROL VALVERAINBIRD XXX-PESB-PRS-D (SIZE PER PLAN)1-6" SCH 40 PVC2 1/2" PRESSURE SUPPLY LINE SPECIFICATIONSIRRIGATION MAINTENANCE 5.Flush drip system bi-annually.Check and clean all filters bi-annually.RD-06-S-P45 w/R-VAN 18 90° & 180° NOZ.RAINBIRD45 PSI14' - 16'b bbRD-06-S-P45 w/R-VAN 18-360° NOZ.RAINBIRD45 PSI14' - 16'RD-06-S-P45 w/R-VAN 14 90° & 180° NOZ.6" POP-UP SPRAY HEADw/ ROTARY NOZZLE.RAINBIRD45 PSI8'-13'a aa0.61"/HRRD-06-S-P45 w/R-VAN 14-360° NOZ.RAINBIRD45 PSI0.50 - 1.011.850.32, 0.621.270.13"/HR1 - LI-5.011 - LI-5.01HYDROZONE / WATER USE CATEGORYAS APPROVEDAS APPROVEDAS APPROVEDNO SYMBOLRAINBIRD12 GA. MAXI-WIRE 2-WIRE CONTROL PATHIN 1.25" CONDUIT, ADJ. MAINLINEALL IMPROVEMENTS SHALL COMPLY WITH THE STANDARD UNIFORM BUILDING CODE.9.INSTALL ADJACENT TO MAINLINERD-06-S-P45 w/R-VAN 24 90° & 180° NOZ.RAINBIRD45 PSI17'-22'c ccRD-06-S-P45 w/R-VAN 24-360° NOZ.RAINBIRD45 PSI0.84 - 1.683.486" POP-UP SPRAY HEADw/ ROTARY NOZZLE.6" POP-UP SPRAY HEADw/ ROTARY NOZZLE.6" POP-UP SPRAY HEADw/ ROTARY NOZZLE.6" POP-UP SPRAY HEADw/ ROTARY NOZZLE.6" POP-UP SPRAY HEADw/ ROTARY NOZZLE.8'-13'17'-22'HUNTERECO-MATIN LINE EMITTER TUBING - 14" o.c. 12" EMITTER SPACING15, 16 - LI-5.03RAINBIRD AIR VACUUM RELIEF VALVE - TURFAVR05017 - LI-5.03 INSTALL AT HIGHEST POINT 0'30 PSI0.43"/HR0' 0.52"/HRAS APPROVEDSCH 40 PVC BEPVC DRIP LATERAL PIPING1-2 GPH EMITTER0'30 PSI1, 10 -LI-5.01/20.43"/HRPER SHRUBSIZE PER DETAILTREE SYSTEMSPOINT SOURCE IRRIGATIONSHRUB SYSTEMS230 PSIXB-20-PC 1032DRIP SYSTEM AT TREES0'AT TREESRAINBIRD0.08"/HR14 - LI-5.02C30 PSI0.68 PER TREEDRIP SYSTEM AT PALMS0'0.10"/HR12 - LI-5.02P30 PSIMICRO-SPRAY SYSTEM AT 0'0.90"/HR11 - LI-5.02CITRUS TREESSITE ONEIRRIGATION CONTROLLER INCA5-HU4-XX/LPP/HSSE/GR-K19 - LI-5.03ELEC. METER PED W/ ENCLOSUREREFER TO PLANS FOR STA. COUNTB1" POTABLE WATER METERSUPERIORFFLOW SENSORMASTER VALVE - PRESSUREPER CVWDQS200 SERIES REFER TOPLANS FOR MODELREGULATING-NORMALLY OPEN3100-PRSREDUCED PRESSURE BACKFLOWPREVENTER - SIZED BY CVWDM-ASIZE AS NOTED ON PLANSIZE AS NOTED ON PLAN2 - LI-5.013 - LI-5.014 - LI-5.01FLO-MEC11, 12, 13, 14 - LI-5.029 - LI-5.0210.SOIL AMENDMENT REQUIREMENTS FOR SOD TURF AREAS RECEIVING ECO-MAT DRIP MATTING:A. ALL SOIL WITHIN TURF AREAS SHALL BE REMOVED TO THE DEPTH OF THE ECO-MAT (5"-6").B.REMOVED SOIL SHALL BE THOROUGHLY MIXED WITH THE AMENDMENTS DESCRIBED IN THELANDSCAPE ARCHITECT'S SPECIFICATIONS. INSURE ANY ROCKS OR DEBRIS LARGER THAN 2",AND ANY SHARP EDGED ROCKS OR DEBRIS ARE REMOVED .C.BEFORE INSTALLING ECO-MAT, RAKE IN TO THE SUB-SOIL, TO A DEPTH OF 1", THEAMENDMENTS DESCRIBED IN THE LANDSCAPE ARCHITECT'S AND MHCSD SPECFICATIONS.D.INSTALL ECO-MAT ON SUBSOIL AS DETAILED.E.INSTALL AMENDED, (PREVIOUSLY REMOVED), SOIL OVER ECO-MAT TO REQUIRED GRADELEVEL, COMPACTING TO 80-85% IN 3" LIFTS. MEET REQUIRED SLOPE GRADES TO DRAIN. DONOT OPERATE COMPACTION MACHINERY DIRECTLY ON ECO-MAT.F.REVIEW AND FOLLOW MANUFACTURERS INSTALLATIONS SPECIFICATIONSALL IRRIGATION CONTROL VALVES AND BACKFLOW DEVICES SHALL BE LOCATED INSHRUB AREAS WHENEVER POSSIBLE. VALVE BOXES ARE TO BE SETBACK FROM THEEDGE OF PAVING OR TURF AREAS A MINIMUM OF 12" WHERE SPACE ALLOWS.5006+PC-SAM-R-SS-MPR-25-HRAINBIRD45 PSI23'-24'dRAINBIRD45 PSI1.983.826" POP-UP ROT. HEAD w/PRESS. REG., ST. STEELRISER, SAM23'-24'5000 MPR HALF NOZZLE5006+FC-SAM-R-SS-MPR-25-F5000 MPR FULL NOZZLE5006+PC-SAM-R-SS-MPR-30-(Q,H)RAINBIRD45 PSI25'-28'eeRAINBIRD45 PSI1.40, 2.965.7825'-28'5000 MPR QUARTER, HALF NOZZLE5006+FC-SAM-R-SS-MPR-30-F5000 MPR FULL NOZZLEe6" POP-UP ROT. HEAD w/PRESS. REG., ST. STEELRISER, SAM6" POP-UP ROT. HEAD w/PRESS. REG., ST. STEELRISER, SAM6" POP-UP ROT. HEAD w/PRESS. REG., ST. STEELRISER, SAM10 - LI-5.020.13 PER 24" BOX0.08 PER TREE0.26 PER 36" BOX0.40 PER 48" BOXNOTESd dAqua Commercial Irrigation810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069Ph: (760)750-1900 Fax: (760)750-1999PRESSURE CALCULATION FOR VALVE #A-18AMT1RESIDUAL PRESSUREEXISTING STATIC WATER PRESSUREPRESSURE REQUIRED AT HEADMASTER VALVEREMOTE CONTROL VALVEFITTINGS LOSS (20% OF MAINLINE LOSS)FEET ELEVATION LOSS OR GAINLATERAL LINESTOTAL LOSSES1" IRRIGATION WATER METERDESCRIPTIONFEET OF 1.25" MAINLINE (0.45/100')FLOW INGPMPSILOSSFLOW SENSOR126'11160 LF11.80-11.272.780.500.725.303012.41 PSI5.0090452.6032.59BACKFLOW PREVENTER112.0088PRESSURE LOSS CALCULATIONS5006+PC-SAM-R-SS-MPR-35-(Q,H)RAINBIRD45 PSI29'-35'fRAINBIRD45 PSI1.92, 3.816.6229'-35'5000 MPR QUARTER, HALF NOZZLE5006+FC-SAM-R-SS-MPR-35-F5000 MPR FULL NOZZLE6" POP-UP ROT. HEAD w/PRESS. REG., ST. STEELRISER, SAM6" POP-UP ROT. HEAD w/PRESS. REG., ST. STEELRISER, SAMSYMBOLIRRIGATION SCHEDULEMANUFACTURER MODEL NUMBERDETAIL No.DESCRIPTIONPSI GPMRADIUS PRECIP.ffLATERAL PIPE SIZING IS INDICATED BY THE FOLLOWING SYMBOLS:1-1/2" - X1-1/4" - III1" - II3/4" - I2" - V2-1/2" - VIPOINT SOURCE DRIP LATERALS ARE ALL 34"TREE SYSTEM LATERALS ARE ALL 1"UNLESS OTHERWISE NOTEDNOTE:9 - LI-5.029 - LI-5.029 - LI-5.029 - LI-5.029 - LI-5.029 - LI-5.029 - LI-5.029 - LI-5.029 - LI-5.029 - LI-5.029 - LI-5.02t30 PSIRWS-M 18 WITH PCT-07ROOT WATERING SYSTEMS0'AT TREESRAINBIRD0.10"/HR13 - LI-5.020.5 PER 24" BOX1.00 PER 36" BOX0.61"/HR0.61"/HR0.61"/HR0.61"/HR0.61"/HR0.61"/HR0.61"/HR0.61"/HR0.61"/HR0.61"/HR0.61"/HRAS APPROVEDSCH 40 PVC BEPVC DRIP LATERAL PIPING6 TO 24-2 GPH EMITTERS0'30 PSI1, 11 - 14LI-5.01/2PER PER DETAIL1" UNLESS OTHERWISE NOTEDPOINT SOURCE IRRIGATIONTREE SYSTEMSAPOC AXB-20-PC RAINBIRDXB-20-PC 1032RAINBIRDSYMBOL INDICATES LOCATION WHERE2 - 2 GPH EMITTERS PER SHRUB ARETO OCCUR ON POINT SOURCEIRRIGATION SYSTEM-REFER TO POINTSOURCE SHRUB DRIP IRRIGATIONDETAIL.XB-20-PC RAINBIRDP.O.C 'A'2" POTABLE WATER METERPER CVWDM-BP.O.C 'B'PER CVWDINSTALLED BY CVWDINSTALLED BY CVWDINSTALLED BY CVWDAFV-TMODEL NUMBER8303030FEET OF 2" MAINLINE (0.71/100')1,854 LF13.1630PRESSURE CALCULATION FOR VALVE #B-10AMT1RESIDUAL PRESSUREEXISTING STATIC WATER PRESSUREPRESSURE REQUIRED AT HEADMASTER VALVEREMOTE CONTROL VALVEFITTINGS LOSS (20% OF MAINLINE LOSS)FEET ELEVATION LOSS OR GAINLATERAL LINESTOTAL LOSSES1" IRRIGATION WATER METERDESCRIPTIONFLOW INGPMPSILOSSFLOW SENSOR12'1113.800.870.40.506.903410.25 PSI5.0090455.1034.75BACKFLOW PREVENTER112.002121PRESSURE LOSS CALCULATIONSPOC BFEET OF 2.5" MAINLINE (0.18/100')102 LF0.18343434343 10.27.2022DELTA 3 REVISIONS2 C2 Collaborative IRRIGATION RUN TIME SCHEDULESWATER USE CALCULATIONSAqua Commercial Irrigation810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069Ph: (760)750-1900 Fax: (760)750-19993 10.27.2022DELTA 3 REVISIONS3 14 15 20 19 13 21 18 16 STREET D17 LOT PACACACAC1415201913211816STREET D17LOT Pcccc222cccccccc38 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT OOPEN SPACELOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 CollaborativeAqua Commercial Irrigation810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069Ph: (760)750-1900 Fax: (760)750-1999B-11.5"CITRUS25LATERAL PIPE SIZING IS INDICATED BY THE FOLLOWING SYMBOLS:1-1/2" - X1-1/4" - III1" - II3/4" - I2" - V2-1/2" - VIPOINT SOURCE DRIP LATERALS ARE ALL 34"TREE SYSTEM LATERALS ARE ALL 1"UNLESS OTHERWISE NOTEDNOTE:2"2"1-2" SLEEVEModerate1 9.23.2022DELTA 1 REVISIONS2CONTROLLER A AND B RE-STATIONEDTREES ON RESIDENTIAL LOTS REMOVED(SEE FRONT YARD TYPICALS FOR TREELOCATIONS) CPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCP31 3230 33 STREET DLOT PLOT OLOT U LOT V STREET E RETENTION BASIN A ACAC31323033STREET DLOT PLOT OLOT ULOT VSTREET E M-BF c2222222222222222222B22222cccccccccccc38 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT OOPEN SPACELOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 CollaborativeAqua Commercial Irrigation810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069Ph: (760)750-1900 Fax: (760)750-1999B-31"3SHRUBSB-21"7TREEB-41.5"25CITRUSB-51"TREE5B-101"TURF21B-61"SHRUBS8B-71"SHRUBS5B-111"TURF19B-81"TREE1B-151"TURF20B-131"TURF15LATERAL PIPE SIZING IS INDICATED BY THE FOLLOWING SYMBOLS:1-1/2" - X1-1/4" - III1" - II3/4" - I2" - V2-1/2" - VIPOINT SOURCE DRIP LATERALS ARE ALL 34"TREE SYSTEM LATERALS ARE ALL 1"UNLESS OTHERWISE NOTEDNOTE:11 "411 "411 "42"2"2"2"2 "122"2 "122 "12B-121"TURF611 "2ccccccccccdddddddeeeeeeeeePOINT-OF-CONNECTION B1" DEDICATED POTABLE IRRIGATION WATER METER EXISTING ONSITE AT THIS LOCATION. EXTEND 2-1/2" IRRIGATION PRESSURESUPPLY PIPING THROUGH A 1.5" RPPA BACKFLOW PREVENTER,THEN TO A 1.5" IRRIGATION MASTER VALVE AND A 1" FLOW SENSORASSEMBLY. METER AND BACKFLOW INSTALLED BY CVWD.CONTROLLER "B"INSTALL AN PRE-ASSEMBLED SITE ONE CA5-HU4-42/LPP/HSSE/GR-KELECTRICAL METER PEDESTAL WITH INTEGRAL CONTROLLERENCLOSURE. 42 STATION CONTROLLER WITHIN PEDESTAL WILL BE ACONVENTIONALLY WIRED HUNTER A2C WITH A SOLAR SYNC Et SENSORMOUNTED ON PEDESTAL. COORDINATE AND CONNECT TO 120 VOLTELECTRICAL SERVICE AVAILABLE FROM POWER SOURCE WITHINPEDESTAL TO CONTROLLER.FLOWMEC FLOW SENSOR (QS200-20) AND MASTER VALVE FROM POINTOF CONNECTION SHALL BE WIRED TO THE MASTER VALVE AND FLOWSENSOR INPUTS ON THIS CONTROLLER.THIS CONTROLLER ADJUSTS DAILY USING ET DATA OBTAINED VIA THESOLAR SYNC SENSOR MOUNTED ON THE ELECTRICAL PEDESTAL.B-91"TREE2LowLowLowModerateModerateModerateHighLowLowHighHighHighHigh2 "12Moderate1 9.23.2022DELTA 1 REVISIONS22cd2-2" SLEEVES1-4" SLEEVE2CONTROLLER A AND B RE-STATIONEDTREES ON RESIDENTIAL LOTS REMOVED(SEE FRONT YARD TYPICALS FOR TREELOCATIONS) 11 12910 25 24 13 22 2123LOT MSTREET CAC ACAC11129102524222123LOT MSTREET C 38 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT OOPEN SPACELOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 CollaborativeAqua Commercial Irrigation810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069Ph: (760)750-1900 Fax: (760)750-1999LATERAL PIPE SIZING IS INDICATED BY THE FOLLOWING SYMBOLS:1-1/2" - X1-1/4" - III1" - II3/4" - I2" - V2-1/2" - VIPOINT SOURCE DRIP LATERALS ARE ALL 34"TREE SYSTEM LATERALS ARE ALL 1"UNLESS OTHERWISE NOTEDNOTE:1-2" SLEEVE AT EACH DRIVE AND WALK - TYP.1-2" SLEEVE CPCPCPCPCPCPCPCPCPCPECPCPCPEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEAAACPE36 35 26 27 28 34 29 30 37 LOT QLOT NSTREET E ACACAC363526272834293037LOT QLOT NSTREET E222 2222PPPPB238 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT OOPEN SPACELOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 CollaborativeAqua Commercial Irrigation810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069Ph: (760)750-1900 Fax: (760)750-1999B-241.5"TURF8B-261"SHRUBS5B-251"ECO-MAT1LATERAL PIPE SIZING IS INDICATED BY THE FOLLOWING SYMBOLS:1-1/2" - X1-1/4" - III1" - II3/4" - I2" - V2-1/2" - VIPOINT SOURCE DRIP LATERALS ARE ALL 34"TREE SYSTEM LATERALS ARE ALL 1"UNLESS OTHERWISE NOTEDNOTE:11 "211 "22"2"2"ccccccccLowHighHigh2-2" AND 1-3" SLEEVE AT EACH DRIVE AND WALK - TYP.2-2" SLEEVES1-4" SLEEVE1-2" SLEEVELOCATE THIS VALVE INADJACENT SHRUB AREA1 9.23.2022DELTA 1 REVISIONS2CONTROLLER A AND B RE-STATIONEDTREES ON RESIDENTIAL LOTS REMOVED(SEE FRONT YARD TYPICALS FOR TREELOCATIONS) CPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCP38 STREET BSTREET F 43 3940 41 42 44 45 46 47 48 49 STREET GLOT RLOT S LOT RLOT W BASIN B RETENTION AC AC AC AC AC AC38 STREET BSTREET F4339404142 444546474849STREET GLOT RLOT S LOT WLOT R2222222222222222222222222222222tttPP238 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT OOPEN SPACELOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 CollaborativeAqua Commercial Irrigation810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069Ph: (760)750-1900 Fax: (760)750-1999B-231"SHRUB5B-221"TREE8B-211"TREE7B-201"SHRUB4B-191"2SHRUBSB-181"6TREEB-161"2SHRUBSA-201"TREE3A-191"SHRUB3LATERAL PIPE SIZING IS INDICATED BY THE FOLLOWING SYMBOLS:1-1/2" - X1-1/4" - III1" - II3/4" - I2" - V2-1/2" - VIPOINT SOURCE DRIP LATERALS ARE ALL 34"TREE SYSTEM LATERALS ARE ALL 1"UNLESS OTHERWISE NOTEDNOTE:2 "122 "122 "122 "122 "1211 "211 "211 "411 "411 "411 "411 "4LowLowLowLowLowModerateModerateLowLow1-2" SLEEVE 1-2" SLEEVE AT EACH DRIVE AND WALK - TYP.3-2 " SLEEVES1-3 " SLEEVE1-2" SLEEVE AT EACH DRIVE AND WALK - TYP.2 "122"B-171"5TREELowA-181"TREE3Moderate1 9.23.2022DELTA 1 REVISIONS2CONTROLLER A AND B RE-STATIONEDTREES ON RESIDENTIAL LOTS REMOVED(SEE FRONT YARD TYPICALS FOR TREELOCATIONS) CPCPCPCPCPCPCPCPCPCPCP55 STREET F54 53 52 51 50 LOT L LOT L LOT XACACAC55STREET F 5453525150LOT L LOT LLOT TLOT X22222ttC2 CollaborativeAqua Commercial Irrigation810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069Ph: (760)750-1900 Fax: (760)750-199938 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT O OPEN SPACE LOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTA-171"ECO-MAT1A-151"3SHRUBSA-161"4TREEA-141"6TREELATERAL PIPE SIZING IS INDICATED BY THE FOLLOWING SYMBOLS:1-1/2" - X1-1/4" - III1" - II3/4" - I2" - V2-1/2" - VIPOINT SOURCE DRIP LATERALS ARE ALL 34"TREE SYSTEM LATERALS ARE ALL 1"UNLESS OTHERWISE NOTEDNOTE:11 "411 "4ModerateHighLowLow1-2" SLEEVE AT EACH DRIVE AND WALK - TYP.1-2" SLEEVE2"2"2"2"1 9.23.2022DELTA 1 REVISIONS2CONTROLLER A AND B RE-STATIONEDTREES ON RESIDENTIAL LOTS REMOVED(SEE FRONT YARD TYPICALS FOR TREELOCATIONS)401.24.2024 DELTA 4 REVISIONS4 CPCPCPCPCPCPCPCPCPAAACPCPCPAAAAACPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCP87 2 4 3 5 6 STREET BLOT ILOT JLOT MSTREET HLOT NACACAC8724356STREET BLOT ILOT JLOT MSTREET HLOT NFA222222222222222222222M-A438 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT O OPEN SPACE LOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 CollaborativeAqua Commercial Irrigation810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069Ph: (760)750-1900 Fax: (760)750-1999B-291"3SHRUBSB-281"TREE9B-271"SHRUB3A-41"3SHRUBSA-31"TREE10A-21"TREE3A-11"2SHRUBSLATERAL PIPE SIZING IS INDICATED BY THE FOLLOWING SYMBOLS:1-1/2" - X1-1/4" - III1" - II3/4" - I2" - V2-1/2" - VIPOINT SOURCE DRIP LATERALS ARE ALL 34"TREE SYSTEM LATERALS ARE ALL 1"UNLESS OTHERWISE NOTEDNOTE:2"2"11 "211 "211 "411 "411 "42"11 "411 "41LowLowLowLowLowLowModerate1-2" SLEEVE AT EACH DRIVE AND WALK - TYP.2-2" SLEEVES1-3" SLEEVE1-2" SLEEVES1-3" SLEEVE2-2" SLEEVES1-3" SLEEVE 3-2" SLEEVES1-3" SLEEVEPOINT-OF-CONNECTION A1" DEDICATED POTABLE IRRIGATION WATER METER EXISTING ON SITEAT THIS LOCATION. EXTEND 2" IRRIGATION PRESSURE SUPPLY PIPINGTHROUGH A 1.5" RPPA BACKFLOW PREVENTER, THEN TO A 1.5"IRRIGATION MASTER VALVE AND A 1" FLOW SENSOR ASSEMBLY.METER AND BACKFLOW INSTALLED BY CVWD.CONTROLLER "A"INSTALL AN PRE-ASSEMBLED SITE ONE CA5-HU4-24/LPP/HSSE/GR-KELECTRICAL METER PEDESTAL WITH INTEGRAL CONTROLLERENCLOSURE. 24 STATION CONTROLLER WITHIN PEDESTAL WILL BE ACONVENTIONALLY WIRED HUNTER A2C WITH A SOLAR SYNC Et SENSORMOUNTED ON PEDESTAL. COORDINATE AND CONNECT TO 120 VOLTELECTRICAL SERVICE AVAILABLE FROM POWER SOURCE WITHINPEDESTAL TO CONTROLLER.FLOWMEC FLOW SENSOR (QS200-10) AND MASTER VALVE FROM POINTOF CONNECTION SHALL BE WIRED TO THE MASTER VALVE AND FLOWSENSOR INPUTS ON THIS CONTROLLER.THIS CONTROLLER ADJUSTS DAILY USING ET DATA OBTAINED VIA THESOLAR SYNC SENSOR MOUNTED ON THE ELECTRICAL PEDESTAL.2"2"2"1 9.23.2022 DELTA 1 REVISIONS22CONTROLLER A AND B RE-STATIONEDTREES ON RESIDENTIAL LOTS REMOVED(SEE FRONT YARD TYPICALS FOR TREELOCATIONS)4 01.24.2024DELTA 4 REVISIONS4 CPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCP12 63 LOT K LOT JSTREET A12 63LOT K LOT JSTREET A 222222222222222222222PPPPPC2 CollaborativeAqua Commercial Irrigation810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069Ph: (760)750-1900 Fax: (760)750-1999A-61"SHRUB5A-71"TREE10A-91"5SHRUBSA-81"4SHRUBSLATERAL PIPE SIZING IS INDICATED BY THE FOLLOWING SYMBOLS:1-1/2" - X1-1/4" - III1" - II3/4" - I2" - V2-1/2" - VIPOINT SOURCE DRIP LATERALS ARE ALL 34"TREE SYSTEM LATERALS ARE ALL 1"UNLESS OTHERWISE NOTEDNOTE:38 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT O OPEN SPACE LOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPT2"11 "411 "411 "4A-51"PALM7ModerateLowLowLowLow2-2" SLEEVES1-4" SLEEVE2-2" SLEEVES1-4" SLEEVE1-2" SLEEVE1-2" SLEEVE1-2" SLEEVE1-2" SLEEVE AT EACH DRIVE AND WALK - TYP.1-2" SLEEVE AT EACH DRIVE AND WALK - TYP.2"2"2"2"1 9.23.2022DELTA 1 REVISIONS2CONTROLLER A AND B RE-STATIONEDTREES ON RESIDENTIAL LOTS REMOVED(SEE FRONT YARD TYPICALS FOR TREELOCATIONS)4 01.24.2024DELTA 4 REVISIONS4 CPCPCPAAAAAAACPCPCPCPCPCPCPCPCPCPCPCPCPCP626160 59 58 57 56 STREET BLOT KLOT TACACAC23462616059585756 STREET BLOT KLOT T2222222222222PPP38 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT O OPEN SPACE LOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 CollaborativeA-131"SHRUB2A-121"TREE8A-111"3SHRUBSLATERAL PIPE SIZING IS INDICATED BY THE FOLLOWING SYMBOLS:1-1/2" - X1-1/4" - III1" - II3/4" - I2" - V2-1/2" - VIPOINT SOURCE DRIP LATERALS ARE ALL 34"TREE SYSTEM LATERALS ARE ALL 1"UNLESS OTHERWISE NOTEDNOTE:Aqua Commercial Irrigation810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069Ph: (760)750-1900 Fax: (760)750-19992"11 "411 "4ModerateLowLow2-2" SLEEVES NOTE: SLEEVING THROUGHWALL FOOTINGNOTE: SLEEVING THROUGHWALL FOOTINGNOTE: SLEEVING THROUGHWALL FOOTING - INCLUDE AMAINLINE AND 2" WIRESLEEVE2"2"2"2"2"1 9.23.2022DELTA 1 REVISIONS2CONTROLLER A AND B RE-STATIONEDTREES ON RESIDENTIAL LOTS REMOVED(SEE FRONT YARD TYPICALS FOR TREELOCATIONS)4 01.24.2024DELTA 4 REVISIONS4 C2 CollaborativeAqua Commercial Irrigation810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069Ph: (760)750-1900 Fax: (760)750-19995GATE VALVEN.T.S.3"PVC PRESSURE SUPPLY LINE4"FINISH GRADE10" TAN ROUND VALVE BOX BRAND "GV" ONLID OF VALVE BOX. REFER TO TECHNICALSPECIFICATIONS. VALVE BOX TO REST ONGRAVEL SUMP.6" CLASS 160PVC SLEEVE BOTTOM TO BEFLARED AND CONTACT TOP OF PRESSURESUPPLY LINESLIPxMIPT SCH.40 PVC ADAPTER (2)GATE VALVE W/BRASS CROSS HANDLE3/4" SCREENED GRAVEL SUMP 1 CU. FT.6DRIP VALVE ASSEMBLYN.T.S.1TRENCHINGN.T.S.2BACKFLOW PREVENTERN.T.S.CONTROL WIRING BELOW PRESSURE SUPPLY LINEFINISHED GRADEPVC LATERAL PIPING18"MIN.12"MIN.6"MIN.ALL PLASTIC PIPING TO BE SNAKED INTRENCHESBUNDLE AND TAPE WIRING AT 10' INTERVALS.INSTALL ALL CONTROL AND COMMON WIRINGTO THE SIDE AND BELOW THE PRESSURESUPPLY LINE.NOTES:1.2.3.NATIVE SOIL AS APPROVEDBACKFILL W/ MINUS 1/4"MATERIALPRESSURE SUPPLY LINE90 ell, copper, 3/4" thru 2 1/2" w/ PVC adapter fittings..3per manufacturers specifications, fill support base backflow enclosure mounting pad. Install mounting padwith pea gravel.VIT Strong Box QP-22BF Quick PadPipe union, brass or copper.Watts series 777 "Y" strainer645Febco 825YA reduced pressure principle backflow prevention assembly, ballvalves included.Adapt Outlet Fitting To MainLine As RequiredPipe spool, type "L" copper, 3/4" thru 2 1/2".LIST OF MATERIALSInlet As Close ToService ConnectionAs Possible.Copper On InletSide213Inlet523Outlet12" Min.24" Max.6214Copper fittings shall beconnected with lead freesolder joints.Piping under the City right of waymust be type "K" copper.All nipples to be copper or brass.Finished grade underneath thebackflow preventer shall be at95% compaction.Finished Grade5.4.6.Backflow preventers must betested by a certified testerbefore final approval is issued.GENERAL NOTES1.2.3.NOTE:3/4" PVC LATERAL DRIP HEADER LINE(EXCEPT WHERE 1" HEADER SPEC'D)STANDARD TAN RECTANGULARVALVE BOX W/ LOCKING LID. REFERTO TECHNICAL SPECIFICATIONS FORBRANDING IDENTIFICATIONREQUIREMENTS. VALVE BOX TOREST ON GRAVEL SUMP.RAIN BIRD XCZ-PBR-100-COM CONTROLZONE KIT INCLUDES BALL VALVE,CONTROL VALVE, AND PRESSUREREGULATING BASKET FILTER1" FPT x SLIP COUPLING W/ 1" x 3/4" SLIPREDUCER (EXCEPT WHERE 1" HEADER SPEC'D)1" STREET 90° SxT SCH 40APPROVED GEOTEXTILEFILTER FABRIC. EXTEND 10"UP VALVE BOX EXTERIORWALLS - ALL SIDES.VALVE INSTALL ASSEMBLY TO REST ON GRAVEL SUMP. SUMP TO BE LINED WITH ONE CONTINUOUS PIECEOF GEOTEXTILE FILTER FABRIC EXTENDING FABRIC 10" UP ALL EXTERIOR SIDES OF VALVE BOX. VALVEBOX TO BE SET FLUSH WITH FINISH GRADE. VALVE ASSEMBLY TO BE CONTAINED AND CENTERED WITHINVALVE BOX. NO PART OF ASSEMBLY TO CONTACT BOX LID. DO NOT CUT BOX. PROVIDE 12" DIAMETERLOOP (MIN.) OF SPARE WIRES FROM CONTROLLER INSIDE EACH VALVE BOX. VALVE BOXES TO BE SPACEDEVENLY FROM WALK OR CURB AND FROM EACH OTHER. BOLT HOLE IN BOX TO FACE CURB OR WALK.3/4" SCREENED GRAVELSUMP - 2 CU. FT.1" SCH. 40 PVC PIPE,LENGTH AS REQUIREDPVC SERVICE 90° SXS SCH 401" PVC PRESSURE SUPPLY LINEEXTEND 10" UP VALVE BOX EXTERIORAPPROVED GEOTEXTILE FILTER FABRIC.WALLS - ALL SIDES.PVC PRESSURE SUPPLY LINEELECTRIC CONTROL VALVE3/4" SCREENED GRAVELSCH. 80 PVC PIPE, LENGTH AS REQUIREDSUMP - 2 CU. FT.FINISH GRADENIPPLE (TYPICAL).SCH. 80 PVC 90 ELL SLIP X SLIPVALVE SIZE X CLOSE SCH. 80 PVCSPEARS SCH. 80 PVC BALL VALVE2" MIN.4" MAX.NOTE:DIAMETERS OF RISER, FITTINGS, BALL VALVE AND NIPPLE SHALL EQUAL CONTROL VALVE DIAMETER. LOOP ALL SPAREWIRES FROM CONTROLLER INSIDE EACH VALVE BOX (12" DIAMETER LOOP MIN.). VALVE ASSEMBLY TO REST ON GRAVELSUMP. SUMP TO BE LINED WITH ONE CONTINUOUS PIECE OF GEOTEXTILE FILTER FABRIC EXTENDING FABRIC 10" UP ALLEXTERIOR SIDES OF VALVE BOX. VALVE BOX TO BE SET FLUSH WITH FINISH GRADE. VALVE ASSEMBLY TO BE CONTAINEDAND CENTERED WITHIN VALVE BOX. NO PART OF ASSEMBLY TO CONTACT BOX LID. DO NOT CUT BOX. VALVE BOXES TOBE SPACED EVENLY FROM WALK OR CURB AND FROM EACH OTHER. BOLT HOLE IN BOX TO FACE CURB OR WALK (REFERTO VALVE BOX LAYOUT DETAIL I-22).SERVICE TEE - SCH 80 PVC SOLVENT WELDOR GASKETED FITTING - REFER TOSPECIFICATIONSPVC LATERAL - 45 ELL TO PROPER DEPTH -REFER TO TECHNICAL SPECIFICATIONS.TAN RECTANGULAR VALVE BOX. BRANDLID WITH CONTROLLER & STATION #.REFER TO TECHNICAL SPECIFICATIONS.VALVE BOX TO REST ON GRAVEL SUMP.7CONTROL VALVE ASSEMBLYN.T.S.NOTE: REFER TO DETAIL #8FOR VALVE WIRING ANDGROUNDINGNOTE: REFER TO DETAIL #8FOR VALVE WIRING ANDGROUNDING3/4" SCREENED GRAVEL SUMPCONTROL WIRING2 CU. FT.PRESSURE SUPPLY LINESLIPxMIPT SCH. 40 PVC APPROVED GEOTEXTILEELECTRIC CONTROL VALVEFILTER FABRICADAPTER (2)FINISH GRADETECHNICAL SPECIFICATIONS.TAN RECTANGULAR VALVE BOX WITHEXTENSION - BRAND "MV" INTO VALVE BOX LID. REFER TO TO MASTER VALVE TO IRRIGATION SYSTEMMIN. UPSTREAM5x PIPE DIA.NO FITTINGS ORDIRECTION CHANGEFLOW3"4"6" PVC CL160 PVC SLEEVE. BOTTOM TO BEFLARED AND CONTACT TOP OF PRESSURE5x PIPE DIA. MIN.DOWNSTREAMNO FITTINGS ORDIRECTION CHANGESUPPLY PIPE.INTO VALVE BOX LID. REFER TO TECHNICALTERMINAL ON CONTROLLER10" ROUND TAN VALVE BOX LID - BRAND "FS"SENSOR CABLE TO FLOW SENSOR INPUT PAIGE PE-39 CABLERAINBIRD FS-100P FLOW SENSOR SPECIFICATIONS.3/4" SCREENED GRAVEL SUMP 1 CU. FT.PRESSURE SUPPLY PIPING. UPSIZEPIPING TO SPECIFIED SIZE BEYONDDISTANCES INDICATED.4FLOW SENSORN.T.S.3MASTER VALVEN.T.S.Backflow device shall be certifiedby an approved and certifiedbackflow preventer tester.OMITTO BE INSTALLED BY CVWD C2 CollaborativeINNER MOST DRIP TUBING SHALL RUNOVER THE ROOTBALL MIDWAY BETWEENTREE TRUNK AND EDAGE OR ROOTBALL1" SCH 40 PVC LATERAL LINE FROM DRIPVALVE ASSEMBLY (SEE PLAN)AGRIFIM SMART-LOC CMAP 75-18ADAPTER RAIN BIRD DRIP TUBING TOPVC FITTING3/4" SCH 40 PVC SxS 90° ELL (2)3/4" SCH 40 PVC SxS TEE w/ 3/4" X 1/2"FEMALE ADAPTERSRAINBIRD XFS-09-12-XXX IN-LINEEMITTER TUBING EMITTERS AT 18"INTERVALSMIDDLE RING OF DRIP TUBING SHALLRUN AT OUTSIDE EDGE OF ROOTBALLOUTER RING OF DRIP TUBING SHALLRUN 3 FEET FROM EDGE OF ROOT BALLEDGE OF ROOTBALL1" SCH 40 PVC LATERAL LINE FROM DRIPVALVE ASSEMBLY (SEE PLAN)CITRUS TREE ROOTBALL MIDDLE AND OUTER DRIP TUBING RINGINSTALLED 2" DOWN FROM TOP OFROOTBALL3/4" SCH 40 PVC RISER (LENGTH ASREQUIRED)FINISH GRADE DG/MULCHTREE TRUNKPLAN1/2" X 8" SCH.80 PVC NIPPLE1/2" MIPxFIP MARLEX 90 ELLSOLVENT WELD SCH.40 PVC FITTINGCURB & GUTTER OR SIDEWALKWHERE APPLICABLESET BOTTOM OF CAP AT GRADEPOP-UP SPRAY HEAD1/2" MIPxFIP MARLEX 90 ELL (2) 1/2" X 2" SCH.80 PVC NIPPLE24"PURPLE PVC LATERALUSE TEFLON TAPE ON ALL THREADED CONNECTIONS UNLESSSPECIFICALLY INDICATED BY THE MANUFACTURER OF THE COMPONENTTO NOT USE TEFLON TAPE.NOZZLE PER PLANNOTE: FOR TREE PLANTINGS IN REAR YARDS OF LOTS 15-21 A RISERASSEMBLY SHALL BE USED IN LIEU OF THE POP-UP SHOWN ABOVE.REFER TO DETAIL #16 ON SHEET LI-0.019N.T.S.6" POP-UP SPRINKLER3/4" x 1/2" SxT PVC SCH 40 TEEROOT BALL (TREE/SHRUB)12"FINISH GRADEMULCH LAYER10N.T.S.POINT SOURCE DRIPNOTE:EMITTER SHALL BE LOCATED ON THE UPHILL SIDE OF THE PLANT.8QUICK COUPLING VALVEN.T.S.1/2" x 36" GALVANIZED STEEL1"x12" SCH.80 PVC NIPPLE1" SCH 80 FIPxFIP 90 ELL1-1x3" SCH.80 PVC NIPPLEPRESSURE SUPPLY LINE1-1"x3" SCH.80 PVC NIPPLE1" SCH. 80 PVC FIPxFIP 90 ELLLENGTH AS REQUIRED1" SCH 80 NIPPLESUPPORT PIPE90 ELL1" SCH.80 PVC FIPxFIP STAINLESS STEEL CLAMP (2)POTABLE CAPVALVE BOX TO REST ON GRAVEL SUMP.LID. REFER TO TECHNICAL SPECIFICATIONS.BRAND "QC" INTO VALVE BOX10" TAN ROUND VALVE BOXFINISH GRADEQUICK COUPLING VALVESUMP - 1 CU. FT.3/4" SCREENED GRAVEL 3" MAX.2" MIN.SERVICE TEE - SOLVENT WELDOR GASKETED FITTING. REFERTO TECHNICALSPECIFICATIONSWHERE 2 EMITTERS ARE INDICATED AT SINGLE SHRUB LOCATION, EMITTERS ARE TO BE PLACEDON OPPOSITE SIDES OF THE ROOTBALL.SHRUBS TO RECEIVE 1 EMITTER PER SHRUB, EXCEPT WHERE NOTED ON THE PLANS.3/4" x 1/2" SxT PVC SCH 40 ELLOCCURS WHEN 2 EMITTERS ARE SPEC'DPLANT TRUNKLATERAL PIPINGEMITTER ON RISER,SEE BELOW1/2" SCH 40 PVC LATERAL PIPE.1/2" SCH 40 S x T ELL FITTINGLOCATE HEADADJACENT TOROOTBALLVARIES -LENGTHAS REQ'D.REPRESENTS ROOTBALLEDGEPLAN VIEWSECTION VIEWOCCURS WHEN 2 EMITTERS ARE SPEC'DRAINBIRD XB-20PC-1032 THREADEDEMITTER TAP INTO POLY FLEX RISER,PLACE ASSEMBLY IMMEDIATELY ADJACENTTO ROOTBALL (TYP.) (2 GPH PER EMITTER)RAINBIRD PFR-FRA24 24" POLY FLEXRISER TRIM SUCH THAT 1/2" OF RISEREXTENDS ABOVE MULCH (TYP.)3/4" SCH. 40 PVC LATERALEXTENSION TO PLANT3/4" SCH. 40 PVC LATERAL PIPING &SCH. 40 PVC FITTING12CITRUS IRRIGATIONN.T.S.Aqua Commercial Irrigation810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069Ph: (760)750-1900 Fax: (760)750-1999PLAN VIEWSURFACE EMITTER ROOT BALLNOTES:REFER TO TABLE FOR QUANTITY OFEMITTERS PER PALM. EQUALLY SPACEAND ALTERNATE SURFACE/DEEP WATEREMITTER PLACEMENT AROUND ROOTBALL.EMITTERS INSTALLED ON SURFACE TOCLEAR FINISH GRADE BY MINIMUM 1"AND MAXIMUM OF 2".DEEP WATER EMITTERSINSTALLED IN PERFORATEDPIPEPALM TRUNK3/4" x 1/2" SxT PVC SCH 40 ELLROOT BALL (PALM)12"FINISH GRADEMULCH LAYERRAINBIRD XB-20PC-1032 THREADEDEMITTER TAP INTO POLY FLEXRISER, PLACE ASSEMBLYIMMEDIATELY ADJACENT TOROOTBALL (QTY, SEE TABLE)RAINBIRD PFR-FRA24 24"POLY FLEX RISER TRIMSUCH THAT 1" OF RISEREXTENDS ABOVE MULCH3/4" SCH. 40 PVC LATERALEXTENSION TO PLANT3/4" SCH. 40 PVC LATERALPIPING & SCH. 40 PVCFITTINGPALM TRUNK11PALM IRRIGATIONSECTION VIEW - SINGLE EMITTER ASSEMBLIES DELINEATING DEEP WATERAND SURFACE ASSEMBLIES - REFER TO TABLE FOR QUANTITIES OF EACH3" SDR 35 PERFORATEDDRAIN PIPE WITH 3"SLOTTED DRAIN CAP. FILLPERFORATED PIPE WITHGRAVEL TO A LEVEL 3"BELOW CAP. EMITTERSHALL EXTEND 1" ABOVEGRAVEL LEVEL.12" SCH 40 PVC LATERALPIPING AND FITTINGSSERVICING EMITTERASSEMBLIESTREE TRUNKLATERAL PIPING12" SCH 40 PVC LATERALPIPING AND FITTINGSSERVICING EMITTERASSEMBLIES1/2" SCH 40 PVC LATERAL PIPE.1/2" SCH 40 S x T ELL FITTINGLOCATE HEADADJACENT TOROOTBALLVARIES -LENGTHAS REQ'D.REPRESENTSROOTBALL EDGE3/4" x 1/2" SxT PVC SCH 40 ELLROOT BALL (TREE)12"FINISH GRADEMULCH LAYERRAINBIRD XB-20PC-1032 THREADEDEMITTER TAP INTO POLY FLEXRISER, PLACE ASSEMBLYIMMEDIATELY ADJACENT TOROOTBALL (QTY, SEE TABLE)RAINBIRD PFR-FRA24 24"POLY FLEX RISER TRIMSUCH THAT 1/2" OF RISEREXTENDS ABOVE MULCH3/4" SCH. 40 PVC LATERALEXTENSION TO PLANT3/4" SCH. 40 PVC LATERALPIPING & SCH. 40 PVCFITTINGTREE SIZEEMITTER QTY. TABLEQTY OF EMITTERS15 GAL. 6 - 2 GPH EMITTERS24" BOX 8 - 2 GPH EMITTERS36" BOX 12 - 2 GPH EMITTERS48" BOX 16 - 2 GPH EMITTERS60" BOX 20 - 2 GPH EMITTERS72" BOX 24 - 2 GPH EMITTERSNOTE: EMITTERS SHALL BE EVENLYSPACED AROUND ROOTBALLTREE TRUNKSECTION VIEW - SINGLE EMITTER ASSEMBLY - REFER TO TABLE FOR QUANTITYPLAN VIEWN.T.S.PLAN SYMBOL:PPLAN SYMBOL:2FOR PALMS LOCATED WITHIN SYNTHETICTURF AREAS, ALL EMITTERS ARE TO BE3.2.1.LOCATED IN DEEP WATER/PERFORATED PIPE INSTALLATIONS.PALM TYPEEMITTER QTY. TABLEQTY OF EMITTERSPHO. DACT. 12 - 2 GPH EMITTERSBISMARKIA 12 - 2 GPH EMITTERSTRACHYCARPUS 8 - 2 GPH EMITTERSWASHINGTONIA 8 - 2 GPH EMITTERSSECTION3/4" SCH 40 PVC SLIP CROSS WITH 3/4" X1/2" FEMALE ADAPTERSRAINBIRD XB-20PC 2 GPH EMITTERS W/6" LENGTH OF 12" DRIP TUBING ANDBARBED ADAPTER (4 TOTAL)CHECK VALVEFINISH SOIL GRADEGRATED CAPSWING JOINT ASSEMBLY(PART OF DEEP ROOTWATERING ASSEMBLYLATERAL; TEE ORELL/PIPE SCH. 40 PVC.PURPLE RECYCLEDCOLORROOTBALL1" LATERAL PIPINGPLANPLANTING PITRAINBIRDRWS-M 18" DEEP ROOT WATERINGSYSTEM ASSEMBLY WITH SWINGJOINT. RETROFIT NOZZLE WITHRAINBIRD PCT-07 PRESSURECOMPENSATING MODULE.QUANTITY VARIES - REFER TOSCHEDULE/PLANRETROFIT NOZZLE WITH RAINBIRDPCT-07 PRESSURE COMPENSATINGMODULE. QUANTITY VARIES -REFER TO SCHEDULE/PLAN1/2" ABOVE GRADEDEEP ROOT WATERING SYSTEMASSEMBLY WITH SWING JOINT.1/2" SCH 40 PVC LATERAL PIPE.1/2" SCH 40 S x T ELL FITTING1" x 1" x 1/2" SxSxT SCH 40 PVC TEE13STREET TREE IRRIGATIONN.T.S.14TREE IRRIGATIONN.T.S.PLAN SYMBOL:tPLAN SYMBOL:c C2 CollaborativeAqua Commercial Irrigation810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069Ph: (760)750-1900 Fax: (760)750-1999PLANEMITTER TUBING EXHAUST18"x1/2" I.D. EXCALIBUR IRRIGATION HOSEINSERT x MIP 90 ELLSCH 40 PVC FROM EXHAUST MANIFOLD1/2" SLIP X SLIP SCH 40 BALL VALVE10" ROUND VALVE BOXAGRIFIM SMART-LOC1/2" S x T sch 40 ELLPLANTING BED MULCH (SHRUB BEDS) OR(TYPICAL)IN-LINE EMITTER TUBING -RAINBIRD XFS-06-18-XX SHRUBSOR NETAFIM TLCV612-XX - TURFAMENDED TURF PLANTING MEDIUM1/2" SCH 40 PVC PIPING,LENGTH AS REQUIRED1/2" SCH 40 TEE TO FLUSHVALVE ASSEMBLY3"SUPPLY OR EXHAUSTHEADER1/2" PVC SCH 40TRENCH BOTTOMTERMINATION OF SYSTEMS& RISERS AS REQ'D.EXHAUST HEADER9"12"1/2" PVC SCH 40EXHAUST RISERFINISH GRADEADAPTER FITTINGNOTE:FOR TURF APPLICATION USE NETAFIM CV TUBING DESCRIBED INTHE IRRIGARTION SCHEDULE. NETAFIM TUBING TO BE BURIED 4"BELOW FINISH GRADEVALVE BOX - BRAND 10" ROUND TAN'FV' INTO LID1/2" TxT SCH 40RISER - LENGTHAS REQ'D.1/2" SxT SCH 40ELLSUMP.REST ON GRAVEL 10" VALVE BOX TOMANIFOLD AND FLUSH VALVETURF GRASS, GROUNDCOVERS OR SHRUBS, SEEPLANTING PLANSFINISHED GRADEAMENDED SOILECO MAT SUBSURFACEIRRIGATION MAT WITH 17mmDRIP LINE TUBING, WRAPPEDIN POLYPROPYLENE FLEECEPLD-ELB, 17mm BARB XBARB 90 DEGREE ELLPLD-075, 17mm BARB X3/4" MIPT ADAPTER, W/ 8"OF BLANK PLD TUBINGSITE SOILPVC LATERAL LINEPVC SCH 40 SST TEE FITTING,LATERAL SIZE X 3/4"D1D2D1 - TURF AREA 5"-6"D2 - 12" OR PER PLANSOVERLAP ECO MATOVER CONNECTION ANDTO EDGE OF PLANTEDAND IRRIGATEDAREA1/2" SCH 80 PVCRISER(LENGTH ASREQUIRED)FINISH GRADEBRICK SUPPORTS (3)6" ROUNDVALVE BOX BRANDEDWITH THE LETTERS "AR"LATERAL PIPEAIR/VACUUMRELIEF VALVE1/2" PVC COUPLING(TxT)PEA GRAVELSUMP 6" DEEPLOCATION NOT SHOWN ON PLAN. INSTALL AT HIGHESTPOINT IN SUBSURFACE ECO-MAT SYSTEM.NOTE:CONNECTION FOR TURFECO MAT SUBSURFACEIRRIGATION MATPVC / TUBING CONNECTIONPVC SUPPLY HEADER, 3/4" SIZEDRIP LINE TUBING, WRAPPEDIN POLYPROPYLENE FLEECEPVC DISCHARGE HEADER, 3/4"SIZE AS REQUIRED.MANUAL FLUSH VALVE -REFER TO DETAIL 9, SHEETLI-1.03PCZ-101 DRIP CONTROLZONEKIT, SIZE PER PLAN,(1" KIT SHOWN). REFER TODETAIL # 2, THIS SHEETFINISHED GRADETURF GRASS - SODDEDAMENDED SOILECO MAT SUBSURFACEIRRIGATION ON SUB-GRADESITE SOIL, TOP 1" W/RAKED IN AMENDMENTS'D'17mm DRIP LINE TUBING,POLYPROPYLENE FLEECEWRAPPED13.75"RECOMMENDED ECO MAT INSTALLATIONDEPTH (D):TURF AREAS: 5" - 6"OVERLAP MAT 4"13.75"OF FABRICSOD STAKE INSTALLED 8 FTON CENTER OVER TUBING4" OVERLAP1" PRIMARY LATERALFROM VAL;VEN.T.S.181516N.T.S.N.T.S.N.T.S.17ECO-MAT - TUBING ECO-MAT DRIP IRRIGATIONMATTING - PLAN/SECTIONAIR RELIEF VALVE FOR TURFN.T.S.19CONTROLLER ASSEMBLYELECTRICAL PEDESTAL/2418234FRONT VIEW8'-12' AWAY312SIDE VIEWCIRCUITBREAKERSELECT.METER1213911671112345678STRONGBOX STAINLESS STEEL NEMA 3RRAINPROOF ENCLOSURE (UL LISTED).COMBINATION METERED - CONTROLLERASSEMBLY. ASSEMBLED BY SITE ONE GREENTECH. CONTACT ERIK ANDERSON - (949) 285-4048EANDERSON@SITEONE.COMTERMINAL STRIP FOR VALVE WIRES.POWER SWITCH / GFCI RECEPTACLE.1" CONDUIT AND SWEEP ELL FOR 110 VACPOWER LINE RUN TO CONTROLLER SIDE FROMELECTRICAL METER.1" CONDUIT AND SWEEP ELL WITH FLOW ANDWIND SENSOR CABLES.910111213141516ELECTRICAL FLEX CONDUIT FOR POWER.5/8" X 8' GROUND ROD WITH #6 GROUND WIRE ANDCLAMP. LOCATE 8'-12' FROM ENCLOSURE.10" ROUND VALVE BOX AROUND GROUND ROD.FILL WITH 3/4" CRUSHED ROCK.3" CONDUIT AND SWEEP ELL FOR LEADWIRES.1" CONDUIT AND SWEEP ELL FOR MASTER VALVEWIRES.ANTENNAS MOUNTED TO ENCLOSURE.5FINISHED GRADE.#6 GROUND WIRE SECURED TO BACKBOARDGROUNDING TERMINAL.1" CONDUIT AND SWEEP ELL FOR GROUND WIRE.1415716165EMP-MT, STRONGBOX QUICK-PAD. FILL WITH 3/4"CRUSHED ROCK.91010123ON ENCLOSURES WITHSINGLE CONTROLLERSTHIS LOWER CONTROLLERAND TERMINAL BOARDARE OMITTED.NOTE:17SOLAR SYNC SENSOR IN STAINESS STEEL VANDALRESISTANT ENCLOSURE MOUNTED TO PEDESTAL,INSTALLED PER MANUFACTURES SPECIFICATIONS.17HUNTER AUTOMATICFLUSH VALVE1/2" TxT SCH 40 ELL C2 CollaborativeAqua Commercial Irrigation810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069Ph: (760)750-1900 Fax: (760)750-19993150 C2 Collaborative ACPE C2 Collaborative 14 15 20 19 13 21 18 16 STREET D17 LOT PACACACAC38 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT OOPEN SPACELOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 Collaborative ACPE 31 3230 33 STREET DLOT PLOT OLOT U LOT V STREET E RETENTION BASIN A ACACCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCP38 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT OOPEN SPACELOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 Collaborative ACPE 11 12910 25 24 13 22 2123LOT MSTREET CAC ACAC38 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT OOPEN SPACELOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 Collaborative ACPE 36 35 26 27 28 34 29 30 37 LOT QLOT NSTREET E ACACACCPCPCPCPCPCPCPCPCPCPECPCPCPEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEAAACPE38 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT OOPEN SPACELOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 Collaborative ACPE 38 STREET BSTREET F 43 3940 41 42 44 45 46 47 48 49STREET GLOT RLOT S LOT RLOT W BASIN B RETENTION AC AC AC AC AC AC ACCPCPCPCP CPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCP38 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT OOPEN SPACELOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 Collaborative ACPE 55 STREET F54 53 52 51 50 LOT L LOT L LOT XACACACCPCPCPCPCPCPCPCPCPCPCP38 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT OOPEN SPACELOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 Collaborative ACPE 87 2 4 3 5 6 STREET BLOT ILOT JLOT MSTREET HLOT NACACACCPCPCPCPCPCPCPCPCPAAACPCPCPAAAAACPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCP38 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT OOPEN SPACELOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 Collaborative ACPE 12 63 LOT K LOT JSTREET A CPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCP38 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT OOPEN SPACELOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 Collaborative ACPE 626160 59 58 57 56 STREET BLOT KLOT TACACAC234 CPCPCPAAAAAAACPCPCPCPCPCPCPCPCPCPCPCPCPCP38 11 12 123456789101112141516876543213231302928272625242322212019181716151413121110912345678LOT A12345678123456789101112131415161 8 7 2 9 10 14 15 36 35 26 27 31 32 20 192524 63 62 61 60 59 58 57 56 55 28 34 29 13 22 30 4 21 3 5 6 RETENTION BASIN A OPEN SPACE/ 18 33 16 23 STREET BSTREET E STREET F STREET D17 RETENTION BASIN BSTREET B43 37 39 40 41 42 44 45 46 47 48 49 54 53 52 51 50 LOT Q OPEN LOT V LOT P OPEN SPACESTREET GLOT IOPEN SPACELOT KLOT JOPEN SPACELOT KOPEN SPACELOT J LOT L OPEN SPACEOPEN SPACE LOT LLOT MOPEN SPACEOPEN SPACELOT R LOT TLOT OOPEN SPACELOT S LOT W STREET C STREET A LOT USPACELOT NLOT RLOT XQ01 OPT.Q02Q01Q02 OPTQ01LX02Q01 3 CARQ02 OPTC2 Collaborative ACPE C2 Collaborative C2 Collaborative their containers, but not to the point of being root bound.E. Plant all plants 5' minimum from irrigation heads (slopes only).B. All backfill materials shall be mixed thoroughly on site before using.1 Yearground cover, shall be replaced at two-week intervals.3.3 Contractor shall submit all material receipts to Landscape Architect.B. Maintenance period shall be for the following duration: 90 days.maintenance period in the presence of the Landscape Architect.landscape material as requested by the construction manager.throughout the maintenance period. (See specifications).3.2 All work shall be as directed by Owner's field representative, who shall be appointed prior to A. Maintenance period shall not begin until entire installation is accepted by the Owner.1. All plants and planting shall be guaranteed for the following durations beginning at the 2. All dead, damaged or broken plant material, including sodded and seeded lawns and C. Fertilize with 2 lbs. actual nitrogen per 1000 sq. ft. at end of each 30 days. Landscape Architect will specify type, depending on season. Perform last fertilizing at end of 4.1 Landscape Contractor shall repair and/or replace any damaged plant material which is 4.2 Landscape Contractor shall be backcharged for Landscape Architect's time in locating any 4.3 Landscape Contractor shall submit all amendment quantity receipts to construction manager 4.4 Contractor shall perform all fertilizing in the presence of the construction manager or Landscape 4.5 Contractor is responsible for maintaining all areas in a weed and debris free condition A. Container-grown plants to be planted in plant pits two (2) times wider than plant container and a depth of twice the height of plant container. Plant crown to be slightly higher than itsC. All plants shall be watered immediately, before backfilling planting pits.D. All areas receiving plants and/or hydroseeding shall be moist to a depth of 6" at time of F. Scarify the sides of each root ball prior to planting if circular root is evident.G. Plant quantities on the plan are for the Contractor's convenience and not guaranteed to 2.1 Grading: Grade all areas by filling and/or removing surplus soil as needed to ensure proper grades and drainage as indicated on the plans. Unless otherwise noted, finish grade shall be below hardscape as follow: 2" for ground cover areas, 1" for lawn areas.2.2 Moisture content: The soil shall not be worked when moisture content is so great that excessive compaction will occur nor shall it be so dry that dust will occur and form in the air or that clods will not break readily. Water shall be applied, if necessary, to provide ideal moisture content Plants shall be subject to inspection and approval or rejection by the Landscape Architect at place of growth and/or the project site at any time before or during progress or work for size, variety, condition, latent defects and injuries. Rejected plants shall be removed from the site Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from plant disease, insect pests or their eggs and shall have healthy normal root systems, well filling 2.5 Protection: Protect and maintain all plants from sun, drought, wind, theft, rain and heat at all A. Plant materials in quantities and sizes specified shall, after grading operations, be spotted approximately as shown on the landscape drawings and are to be approved by the Landscape Architect before being removed from containers and excavating soil for planting.A. Site condition: The Contractor, in the course of his work, is to keep the site in a landscape design and installation to insure practicality of design and for aesthetic E. Changes: The Owner shall have the right to make minor changes in theadditives and other miscellaneous landscape items shall be provided and installed D. Plans and specifications: All landscaping including plants, ground covers, soil Owner at the standard current rate for such items. Such credit, if any, will appear such materials, equipment, and services, the Contractor is to give credit to the services may be provided by the Owner and used by the Contractor in the job, for C. Owner's materials: During the course of the work, any materials, equipment and materials, dirt, debris from the site or to dispose of same as directed by the and tidy such work and the surrounding areas used by and remove any or all excess B. Site clearance: Upon completion of the work, the Contractor shall properly clean usage of the surrounding areas by the Owner or by others.neat and tidy condition as much as is practical so as not to disturb the normal in strict accordance with plans and specifications prepared by Owner.in the final billing by the Contractor to the Owner.reasons at no additional cost.Landscape Architect.PART 4 - PLANTING NOTES4.6 Plant symbols take precedence over plant quantities.and/or Landscape Architect for approval.Architect. See Soil Preparation Requirement, this sheet.damaged due to his negligence.the prior approval of the Landscape Architect and must be approved in writing by such additional funds for extra work prior to actually doing this work.above the contract fee, the Owner shall sign the Contractor's written request for C. Increased costs: If the extra or change is to be done at increased cost over and B. Extras or changes: Any extras or changes from the contract on the job shall have basis in formulating the progress payments to be made to the Contractor andform satisfactory to form the Owner. These schedules shall also be used as the components in the plans as well as unit prices of each component specified in a segregated cost schedule or breakdown of the contract price, listing the various furnish to the office of the Owner, for purposes of accounting and scheduling, a A. Segregation of costs: At the time of execution of the contract, the Contractor shall and adjacent to the job site and to repair or replace anyas well as ascertaining the means of getting into the site and any other factors familiarized himself as to the site conditions and shall have verified all dimensions F. Knowledge of site: It is assumed that the Contractor has visited the site and relative to the repairs or reconstruction and payment for same.shall make adjustments between themselves and not with the Ownerother contractors, the Contractor and party causing such damage2. Should any part of the work under this contract be damaged by his negligence or to his leaving open or unprotected portions of damage or injury is caused in connection with his work or is due tothat may result to all such property and/or to persons where suchdue to his work on the job and he shall assume all damage or injurydamaged items in a neat and good workmanlike manner during andstructures, trees, plants and other features intended to remain on1. The Contractor is to protect at all times all existing utilities,the Contractor and will show the Owner such evidence of above indicated possible damage suit or lien on the Owner's property in the course of the work by liability insurance to cover his workmen and work to protect the Owner from any D. Insurance coverage: The contractor shall carry all necessary compensation and State License or Certificate for type of work listed, such as the Landscape C. License requirements: The Contractor shall carry necessary Contractor's California 1.5 Product protection, storage and handling:1.4 Costs:the Landscape Architect and Owner.these cost breakdowns shall be part of the contract.affecting the work.E. Property, etc., Damage responsibility:streets or other property.insurance coverage prior to initiating work.Contractor's License.be accurate.3.4 Maintenance:first day of the maintenance period.Trees and shrubs, 15 gallon and larger. . . .Shrubs, 5 gallon and smaller. . . . . . . . . . . . . .Ground cover. . . . . . . . . . . . . . . . . . . . . . . . . .Lawn. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . H. Plant symbols take precedence over quantities specified.the commencement of the work.PART 3 - EXECUTION3.1 Planting:B. Prune plants as directed by Landscape Architect.planting.natural growing height after settlement.building permits from the city of other governmental authorities.B. Permits: The Contractor will be responsible for obtaining any and all necessary work will be redone at the Contractor's expense as directed by the Landscapeaccordance with the requirements of local building codes and laws. Any defective meet with the approval of the Landscape Architect and Owner and shall be in accordance with all plans and specifications and best considered practice, shall Landscape Architect. All work shall be done in a good workmanlike manner in to work commencement, by the Contractor and prior to inspection visits by the A. Quality of work: The Landscape Architect shall be notified at least two days prior proceed with the work without so referring the matter, he does so on his liability.Architect for adjustment before proceeding with the work. Should the Contractor specifications & planting lists, the Contractor shall refer the matter to the Landscape B. Should there appear to be an error or discrepancy in or between the plans, specifications about which any misunderstanding may arise, and his decision will A. The Landscape Architect will interpret the meaning of any part of the any plans and the written authorization, therefore signed by the Owner or his duly authorized general conditions is authorized and no such deviation shall be made unless 2. No deviation from these specifications or from the agreement or from the appropriate for the installation of the accompanying drawings.foreseeable and unforeseeable at the time of contracting necessary and labor, tools, materials, permits, appliances, taxes and all other costs, 1. The work included in these specifications shall consist of the furnishing of all 1.3 Quality Assurance:1.2 Interpretation of Plans and Specifications:Architect.be final.LANDSCAPE PLANTING SPECIFICATIONSPART 1 - GENERAL CONDITIONSA. Work Included:1.1 Description:representative, has been obtained in advance.2.4 Plants:2.6 Planting requirements for trees and shrubs:B. Conditions:times before and during planting operation.immediately.A. Inspection:PART 2 - MATERIALSfor tilling.90 Days90 Days90 Days4.8 Wilted plant material shall not be planted or used on the project.4.14 Prune trees as directed by Landscape Architect after inspection.responsibility of the Contractor and be repaired by the Contractor.4.17 Install all trees and shrubs prior to planting of groundcover and/or hydroseeding.4.16 Any and all damage in new and existing paving caused by the Contractor shall be the 4.15 Remove water basins from all trees located in lawn areas prior to hydroseeding installation.4.12 All surface rock and debris 3" and larger shall be removed from planting areas and then 4.11 Landscape Architect shall approve final placement of all trees, shrubs and vines prior to 4.10 Plant material may be rejected at any time by the Landscape Architect due to condition, form4.7 All plants shall be protected against heat, sun, wind and frost during transportation to the site and while being held at the site. Do not store plants in total darkness for more than one day.4.13 Crown of plant shall be slightly higher, after settling, than adjacent soil.4.9 Do not damage plant root during transportation or planting process.from the site.or damage before or after planting.planting.PART 5 - HYDROSEEDING MATERIALS.C. Seed which has become wet, moldy or otherwise damaged in transit or storage willB. Contractor shall submit all seed labels and certification letter to landscape architect forverification and approval.be rejected.refer only to the air dry weight of the fiber materials. Absolute air dry weight is based fiber shall be marked by the namufacturers to show the air dry weight content.cellulose and is considered equivalent to 10% moisture. Each package of the cellulose on the normal standards of the Technical Association of the Pulp Industry for woodF. Urea formaldehyde shall be a pelletized commercial fertilizer for hydromulch slurry.E. Chemical germinating additives shall be " Catalytic Pre-Emerge" or approve equal.D. Acceptable Manufacturer: Ecology control-M Binder by Conwed.C. Weight specifications of this material from the suppliers and for all applications, shallwill become uniformly mixed to form a homogeneous slurry.water and additives in a special 1,500 gallon slurry tank, the fibers and above materialsB. Mulch is to be manufactured in such a manner that after the addition of seed, fertilizer,B. Hydrate and disperse in a mixing tank with circulating water from a homogeneous slurry, either alone or in combination with other materials. pH to be stable in presence of C. Application of soil and mulch tackifier to be made at a minimum rate of:A. Composed of green colored wood cellulose fiber containing no germination or growthD. Acceptable Manufacturer: Conwed.inhibiting factors.A. Dry, organic powder hydrocolloid formulation.fertilizer.b. Sloped areas (3:1 or steeper)-120 pounds per acre.a. Flat areas-80 pounds per acre.5.1 Seed:5. Fiber Mulch:5.1 Seed:requirements of this section.A. Label seed and furnish in sealed standard containers with signed copies of a statementaccordance with California State Agricultural Code and is equal to or better than from seed vendor certifying that each container of seed delivered is fully labeled in ENDH. After second weed kill, Clear and remove existing weeds by mowing or grubbing to atleast ¼-inch below the soil surface.I. Water planting areas thoroughly and continuously for 3 consecutive days to saturateupper layers of soil prior to commencing planting operations.1. Clear and remove existing weeds by mowing or grubbing to at least ¼-inchbelow the soil surface.2. Fertilize areas to receive planting with urea 46-0-0 commercial fertilizer atthe rate of ½-pound per 1,000 square feet.3. Water area thoroughly and continuously for a period of not less than 2weeks and not more than 3 consecutive weeks. Employ a specific wateringduration and frequency program designed to germinate residual weeds.4. Discontinue watering process for 1 day prior to application of herbicide.Avoid any irrigation for a minimum of 4 days for effective weed kill.A. All areas that are to receive planting are to receive pre-plant weed controloperations prior to planting.B. Clear and remove existing weeds by mowing or grubbing to at least ¼-inchbelow the soil surface.C. Fertilize areas to receive planting with urea 46-0-0 commercial fertilizer at therate of ½-pound per 1,000 square feet.D. Water area thoroughly and continuously for a period of not less that 2 and notmore than 3 consecutive weeks. Employ a specific watering duration and frequencyprogram designed to germinate residual weeds.E. After sufficient weed germination is present, apply a non-selective post-emergentherbicide according to the manufacturer directions.F. Allow for a sufficient period of time to ensure that the weeds are dead and theherbicide has dissipated before applying a second weed kill cycle.G. Second Weed Kill Cycle:2.3 Pre-Plant Weed Control:C2 Collaborative Soil Preparation"For Bid Purposes Only"To the extent all new landscape areas should thoroughly be tilled to a minimum 9" depth.RecommendationFor turf and ground cover planting, the following amendments should be uniformly broadcastand thoroughly incorporated to a minimum 6" depth by means of a rototiller or equal.AMOUNT / 1,000 sq. ft.- 4 cu. yds. Nitrogen stabilized organic amendment derived from redwood, fir, or cedar sawdust.- 20-20-20 fertilizer- 200 lbs. agricultural gypsumThe backfill mix for use around the rootball should be prepared as follows:- 6 parts by volume on-site soil- 4 parts by volume nitrogen stabilized organic amendment- 15 lb. 20-20-20 fertilizerContractor to provide Soil Test from:Anaheim, CA 928074741 E. Hunter Ave.; Suite AWaypoint Analytical California, Inc. (714) 282-8777 Montage Palm Desert VICINITY MAP JulIe dr SITe gerAld FOrd dr C O llege dr PACIFIC AVePOrTOlA AVeNueShePherd lNShePherd lN05.25.21 revisedPALM DESERT, CA L-1 MONTAGE -COVER SHEET STreeT CSTreeT eSTreeT FSTreeT g STreeT b JulIe drIVe POrTOlA AVeNueSTreeT d STreeT AOPeN SPACe reTeNTION bASIN b OPeN SPACe OPeN SPACe reTeNTION bASIN A OPeN SPACe STreeT b MOdel PlAN lx 2r/eleV C MOdel PlAN lx 1r/eleV b MOdel PlAN q1r/eleV A MOdel PlAN q2r/eleV C 05.25.21 revisedPALM DESERT, CA L-2 MONTAGE - 0 25’ 50’ 100’ Scale: 1”= 50’-0”OVERALL PLANTING PLAN SeCTION A-A SCAle: 1/8”=1’-0” KeYMAPSeCTION b-b SCAle: 1/8”=1’-0” b b A A OPeN SPACe reTeNTION bASIN A (lOT V) OPeN SPACe (lOT u)STreeT eShePherd lANe+/- 70’-0” +/- 20’-0” +/- 130’-0” +/- 80’-0” 3:1 Slope 3:1 Slope Lot U 5:1 Slope 5:1 Slope Sidewalk and Parkway Sidewalk and Parkway Street E Street E Existing Residential Existing Sidewalk Shepherd Lane 05.25.21 revisedPALM DESERT, CA L-3 MONTAGE - 0 15’ 20’ 40’ Scale: 1”= 20’-0”OPENSPACE RETENTION BASIN A LOT V & OPENSPACE LOT U SeCTION C-C SCAle: 1/8”=1’-0” SeCTION d-d SCAle: 1/8”=1’-0”STreeT FKeYMAP d d C C reTeNTION bASIN b (lOT w) OPeN SPACe (lOT x) +/- 62’-0” +/- 75’-0” 3:1 SlopeExisting Residential Existing Residential Lot 45 Private Backyard +/- 33’-0” 19’-0” Lot 50 Private Side Yard 05.25.21 revisedPALM DESERT, CA L-4 MONTAGE - 0 15’ 20’ 40’ Scale: 1”= 20’-0”RETENTION BASIN B LOT W AND OPENSPACE LOT X KeYMAP legeNd Acacia stenophylla Albizia Julibrissin Chilopsis linearis Chitalpa tashkentensis Citrus spp. Dalbergia sissoo Parkinsonia ‘Desert Museum’ Phoenix dactylifera ‘Medjool’ Prosopis glandulosa Quercus virginiana Ulmus parvifolia ‘Drake’STreeT CSTreeT eSTreeT b STreeT d OPeN SPACe reTeNTION bASIN A MATCh lINe- See SheeT l-4 MATCh lINe- See SheeT l-4Shoestring Acacia Persian Silk Tree Desert Willow Catalpa Citrus Indian Rosewood Desert Museum Palo Verde Date Palm Honey Mesquite Southern Live Oak Chinese Elm 05.25.21 revisedPALM DESERT, CA L-5 MONTAGE -TREE PLANTING PLAN - 1 0 20’ 40’ 80’ Scale: 1”= 40’-0” KeYMAP Acacia stenophylla Albizia Julibrissin Chilopsis linearis Chitalpa tashkentensis Citrus spp. Dalbergia sissoo Parkinsonia ‘Desert Museum’ Phoenix dactylifera ‘Medjool’ Prosopis glandulosa Quercus virginiana Ulmus parvifolia ‘Drake’ legeNd STreeT FSTreeT g JulIe drIVe POrTOlA AVeNueSTreeT AOPeN SPACe reTeNTION bASIN b OPeN SPACe STreeT b MATCh lINe- See SheeT l-3 MATCh lINe- See SheeT l-3Shoestring Acacia Persian Silk Tree Desert Willow Catalpa Citrus Indian Rosewood Desert Museum Palo Verde Date Palm Honey Mesquite Southern Live Oak Chinese Elm 05.25.21 revisedPALM DESERT, CA L-6 MONTAGE -TREE PLANTING PLAN - 2 0 20’ 40’ 80’ Scale: 1”= 40’-0” KeYMAP legeNd MATCh lINe- See SheeT l-6 MATCh lINe- See SheeT l-6STreeT CSTreeT eSTreeT b STreeT d OPeN SPACe reTeNTION bASIN A Agave ‘Blue Glow’ Dalea greggii Pennisetum setaceum Agave deserti Echinocactus grusonii Ruellia ‘Littke Katie’ Aloe vera Hesperaloe x ‘Sandia Glow’ Opuntia violacea ‘Santa Rita’ Tecoma stans ‘Gold Star’ Calliandra eriophylla Convolvulus cneorum Leucophyllum frutescens Salvia clevelandii Agave americana Euphorbia ingens Nolina nelsonii Bougainvillea ‘Barbara Karst’ Artificial Turf Bermuda Sodded Grass Blue Glow Agave Gregg Dalea Purple Fountain Grass Desert Agave Golden Barrel Cactus Dwarf Katie Ruellia Aloe Sandia Glow Red Yucca Santa Rita Prickly Pear Yellow Bells Mexican bird of paradise Bush Morning Glory Texas Sage Cleveland Sage Central Plant Candelabra Tree Blue Nolina Barbara Karst Bougainvillea SYMBOL BOTANICAL NAME COMMON NAME 05.25.21 revisedPALM DESERT, CA L-7 MONTAGE -SHRUB PLANTING PLAN - 1 0 20’ 40’ 80’ Scale: 1”= 40’-0” KeYMAP STreeT FSTreeT g JulIe drIVe POrTOlA AVeNueSTreeT AOPeN SPACe reTeNTION bASIN b OPeN SPACe STreeT b MATCh lINe- See SheeT l-5 MATCh lINe- See SheeT l-5Artificial Turf Bermuda Sodded Grass legeNd Agave ‘Blue Glow’ Dalea greggii Pennisetum setaceum Agave deserti Echinocactus grusonii Ruellia ‘Littke Katie’ Aloe vera Hesperaloe x ‘Sandia Glow’ Opuntia violacea ‘Santa Rita’ Tecoma stans ‘Gold Star’ Calliandra eriophylla Convolvulus cneorum Leucophyllum frutescens Salvia clevelandii Agave americana Euphorbia ingens Nolina nelsonii Bougainvillea ‘Barbara Karst’ Blue Glow Agave Gregg Dalea Purple Fountain Grass Desert Agave Golden Barrel Cactus Dwarf Katie Ruellia Aloe Sandia Glow Red Yucca Santa Rita Prickly Pear Yellow Bells Mexican bird of paradise Bush Morning Glory Texas Sage Cleveland Sage Central Plant Candelabra Tree Blue Nolina Barbara Karst Bougainvillea SYMBOL BOTANICAL NAME COMMON NAME 05.25.21 revisedPALM DESERT, CA L-8 MONTAGE -SHRUB PLANTING PLAN - 2 0 20’ 40’ 80’ Scale: 1”= 40’-0” SYMBOL BOTANICAL NAME COMMON NAME SIZE FORM WUCOLS SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING WUCOLS SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING WUCOLS Tree SChedule:Shrub SChedule: border Shrub groundcover Middle Shrub large Shrub Accent Shrub Acacia stenophylla Albizia Julibrissin Chilopsis linearis Chitalpa tashkentensis Citrus spp. Dalbergia sissoo Parkinsonia ‘Desert Museum’ Phoenix dactylifera ‘Medjool’ Prosopis glandulosa Quercus virginiana Ulmus parvifolia ‘Drake’ Shoestring Acacia Persian Silk Tree Desert Willow Catalpa Citrus Indian Rosewood Desert Museum Palo Verde Date Palm Honey Mesquite Southern Live Oak Chinese Elm 24” Box 24” Box 24” Box 24” Box 24” Box 24” Box 48” Box 22” BTH 24” Box 36” Box 24” Box Low Branch Standard Low Branch Standard Standard Standard Standard Standard Standard Standard Standard L M M L M L L M L M M Agave deserti Echinocactus grusonii Ruellia ‘Littke Katie’ Aloe vera Hesperaloe x ‘Sandia Glow’ Opuntia violacea ‘Santa Rita’ Tecoma stans ‘Gold Star’ Calliandra pulcherrima Convolvulus cneorum Leucophyllum frutescens Salvia clevelandii Agave americana Euphorbia ingens Nolina nelsonii Desert Agave Golden Barrel Cactus Dwarf Katie Ruellia Aloe Sandia Glow Red Yucca Santa Rita Prickly Pear Yellow Bells Red bird of paradise Bush Morning Glory Texas Sage Cleveland Sage Central Plant Candelabra Tree Blue Nolina 5 gal 5 gal 1 gal 5 gal 5 gal 5 gal 5 gal 15 gal 5 gal 5 gal 5 gal 5 gal 24” box 15 gal L L L L L L L L L L L L L L Per plan Per plan Per plan Per plan Per plan Per plan Per plan Per plan Per plan Per plan Per plan Per plan Per plan Per plan VINe SChedule:IrrIgATION NOTe: Bougainvillea ‘Barbara Karst’ All planting areas shall have a fully automatic irrigation system. Utilization water conserving features such as low-precipitation rate heads; low-flow micro sprays or drip irrigation, water sensors and multi-program controllers with weather station capability and drip circuit features. “Water Efficient Landscapes” irrigation system, scheduling and water use WELO calculations shall be designed to meet the requirements of the specifications of the Coachella Valley Water District (CVWD) Ordinance No. 1302 per City of Palm Desert Municipal Code Chapter 24.04 Agave ‘Blue Glow’ Dalea greggii Pennisetum setaceum Barbara Karst Bougainvillea Blue Glow Agave Gregg Dalea Purple Fountain Grass 5 gal 1 gal 5 gal Per plan Per plan Per plan L L L L Artificial Turf Bermuda Sodded Grass 05.25.21 revisedPALM DESERT, CA L-9 MONTAGE -MATER PLANT LEGEND legeNd Existing Wall Perimeter Wall Perimeter Pilaster Tubular Steel Fence on Low Wall STreeT CSTreeT eSTreeT FSTreeT g STreeT b JulIe drIVe POrTOlA AVeNueSTreeT d STreeT AOPeN SPACe reTeNTION bASIN b OPeN SPACe OPeN SPACe reTeNTION bASIN A OPeN SPACe STreeT b 05.25.21 revisedPALM DESERT, CA L-10 MONTAGE -WALL AND FENCE Perimeter wall and Pilaster • 6’ ht. Slump Block Wall with Sacked finish • Precast Clay Cap. • 7’ ht. Slump Block Pilaster. Cap to match the wall. Tular Steel Fence on Perimeter wall • 6’ ht. Tublar steel Fence • Wall and cap to match Perimeter wall groundcover Materials • Boulder • Crush Stone • Pebble 6’ ht.6”blOCK wAll COlOrS PAINT COlOr Natural Gray Slump Block SW 7048 Urban Bronze Apache Sunset Boulder Size: 1’ - 3” Mojave Gold Grushed Stone Size: 1/2”-3/4” Mexican Beach Pebble Size: 3” - 6” SW 7034 Status Bronze 05.25.21 revisedPALM DESERT, CA L-11 MONTAGE -DETAILS CITY OF PALM DESERTATTENDANCE REPORTAdvisory Body: Architectural Review CommissionPrepared By:Year2023 2023MonthDate 9-Jan 24-Jan 14-Feb 28-Feb 14-Mar 28-Mar 11-Apr 25-Apr 9-May 23-May 13-Jun 27-Jun 11-Jul 25-Jul 8-Aug 22-Aug 12-Sep 26-Sep 10-Oct 24-Oct 14-Nov28-Nov 12-Dec 28-DecBlakeley, James EdwardEEPPP - P-EPP - P -30Colvard, Dean WallacePP-PP PP- P - P-PPP- P-PEE - P-20Latkovic, NicholasPP-AP PP- P - E-PPP - P-PPP - E -31McAuliffe, MichaelPP-PP PP- P - P-PPP- P-PPP - P-00McIntosh, JamesEP-PP PP- P - P-PEA- P-PPP - P-31Sanchez, FranciscoPP-PP PP- P - P-PPP- P-PPP - P-00Vuksic, JohnPP-PP PP- P - P-PPP- P-PEP - P-10Palm Desert Municipal Code 2.34.010:PPresentAAbsentEExcused- No meetingM. Gonzalez2023Twice Monthly: Six unexcused absences from regular meetings in any twelve-month period shall constitute an automatic resignation of members holding office on boards that meet twice monthly.Total Unexcused AbsencesJan Feb Mar Apr May Jun Jul Aug Sep202320232024202320232023Total AbsencesOct Nov Dec20232023 2023 2023